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T H E NEW GEOMETRY
Prof. Wolfgang Schueller
A new language of structures has been developing with
respect to architecture. It may be characterized by the
breakdown of the building into smaller assemblies,
multilayered construction, complex shapes and spatial
geometries, fractured forms (i.e., fractal mathematics),
hinged assemblies, forms in tension and compression
(i.e., buildings have muscles), mixed and hybrid
structures, cast metals, light-weight composite
materials, and so on.
There is even an indication that certain passive
structures may be replaced eventually by active
structures with their own intelligence. We are already
quite familiar with smart materials and energy.
Since the late 1980s , the field of architecture has witnessed
revolutionary changes in design. Innovations in
construction and project design made possible by digital
technologies together with the development of new
composite materials have enabled architects to create
buildings with the most unusual and provocative shapes.
Especially, Frank O. Gehry's projects brought attention to
complex-shaped, unconventional design. The structures for
these complicated designs can obviously not covered by
traditional structure systems
The organizing geometry of the new aesthetics, however,
often is not regular anymore as for typical buildings. It may
be random and dynamic as demonstrated, for example, by
the Beijing National Stadium and the Beijing National
Swimming Center. It is possible now with modelling
software that designers can explore forms and situations
that they may have not been able to conceive before.
Freeform shapes in architecture have become a great
engineering challenge.
Complex designs are those that cannot be described in basic geometric terms, they could
be a result of experimental design processes or simply an architectural design concept. In
either case, the design team has to be innovative and inventive in order to extract and design
a building strategy to engineer the architectural object.
Complexity can be a structural solution in itself; a pure, efficient structure is usually a
complex shaped one. Catenaries are pure structural forms but they are expensive to build
due to their complex geometries; beams are simple and cheap but are not an efficient form.
Simulation, optimization and modeling provide ways of identifying a solution that meets these
multiple demands.
• Free-form designs are shaped by the architect without referring to material and structural
behaviors.
• Form-found designs are evolving structures, created through a dependency on physical
forces, the constraints of materials and the effect of spatial boundary conditions.
Free forms, with the large and complicated structures necessary to keep them aloft, can be
realized at a high price. As complicated building systems are employed, maintenance,
access and installation become difficult and yet another expensive undertaking.
Form-found structures are more efficient, as competing principles are assimilated and
optimized throughout the design process – by employing a parametric computational
environment, there is an inherent flexibility allowing different design options to be explored.
The use of parametric tools has become important, allowing us to explore multiple design
alternatives in an interactive environment; this permits us to evaluate and compare different
design solutions and to choose the most efficient one that pleases all parties and fits within
the budget.
In free-form designs the complex hidden structure derived from intricate geometries
and not from the nature of the support structure as convincingly demonstrated, for
example, in the Guggenheim Museum in Bilbao, Spain, by Frank Gehry (1997), and by
some of the work of Daniel Libeskind. For typical complex buildings, computers find the
layout of structures within given boundaries.
In form-found designs the structure as the primary idea of architecture, but not
necessarily derived from traditional engineering thinking of optimization or standard
construction techniques or tectonic expression, but from other intentions; architects invent
structures: subjectivity and creativity are introduced in spite of the limits imposed by the
rules and physical laws of engineering. In other words, the designer decides to expose the
structure, rather than hide it behind a skin, in order to articulate its purpose and thereby
enhances the quality of space such as articulating the illusion of weightlessness.
The dialogue (or play) of architecture with structure, or symbolism with tectonics: e.g.
the illusion of support structure, or the detail on a more local scale as a leitmotif.
The organizing geometry of the new aesthetics often may appear as not regular as for
typical buildings; the layout of structure may be random and fluid. It is possible now
with modeling software that designers can explore forms and situations that they may
have not been able to conceive before. Freeform shapes in architecture have become a
great engineering challenge. The renowned structural engineer Cecil Balmond argues
that structural engineers must become more intuitive and not just work towards the known;
in other words, they must develop a less skeletal but more fluid understanding of
structure. He points to the emergence of a new aesthetics of asymmetrical structures that
oppose traditional notions of tectonic structures and stability. Structures derive from an
animated sense of geometry possibly based on natural forms that are constantly changing
where geometry evolves out of modeling and testing.
THE PRESENTATION OF THE NEW GEOMETRY OF
IRREGULAR BUILDINGS IS AS FOLLOWS:
• CHAOTIC ARRANGMENT OF LINEAR AND SURFACE ELEMENTS
• CHAOTIC ARRANGMENT OF SPATIAL, POLYHEDRAL ELEMENTS
• IRREGULAR, FLUID, HORIZONTAL- SPAN STRUCTURES
• BEAM BUILDINGS
• COMPLEX WALL GEOMETRIES
• IRREGULAR, VERTICAL BUILDINGS
• COMPLEX GEOMETRY: structure as the primary idea of architecture
Deconstructive philosophy in architectural theory (see Jacque Derrida’s
influence on Peter Eisenman and Daniel Libeskind) had a great influence on
the development of the new geometry in postmodern architecture that
began in the late 1980s. It is characterized by ideas of fragmentation, an
interest in manipulating ideas of a structure's surface or skin, non-rectlinear
shapes which serve to distort and dislocate some of the elements of
architecture, such as structure and envelope. The finished visual
appearance of buildings that exhibit the many deconstructivist styles is
characterized by a stimulating unpredictability and a controlled chaos.
The deconstructive architecture celebrates order in visual disorder in
response to corruption, violence, and irrationality in life. It lets architectural
form wildly spin out of control to violate perfection and cause torture and
pain in reaction to the traditional values of architecture. It has its source in
philosophical skepticism and chaos theory in science, which is based on
the randomness and uncertainty that occur in catastrophes, failures,
instabilities, accidental impacts, turbulences, and so on, in contrast to the
linear models and predictability of the deterministic world.
CHAOTIC ARRANGMENT OF
LINEAR AND SURFACE ELEMENTS
Daniel Libeskind
Jewish Museum, Berlin, 2000, Daniel Libeskind
Felix Nussbaum-Haus,
Osnabrueck, 1998, Daniel
Liebeskind
Vitra Museum, Weil am Rhein,
Germany, 1989, Frank O. Gehry:
complex building bodies and irrational
arrangement of shapes together with
distorted geometry and construction
cause an exciting space interaction.
Frank O. Gehry found inspiration in an
Arizona canyon, left, for the interior
spaces of the offices and classroom
tower, left, of the Peter B. Lewis
Building, nearing completion on the
campus of Case Western Reserve
University. The design of the exterior
began, as most Gehry buildings do, with
highly conceptual sketches drawn by the
architect, above.
VITRA FIRE STATION, 1994,
WEIL am RHEIN, GERMANY,
Zaha Hadid
Follies, Parc de la Villette, Paris,
1986, Bernard Tschumi
Bus Stop, Aachen, Germany, 1998, Peter Eisenman
The organizing geometry of the new aesthetics often is not regular as for typical
buildings; the layout of structure may be random and fluid. It is possible now
with modeling software that designers can explore forms and situations that they
may have not been able to conceive before. Freeform shapes in architecture have
become a great engineering challenge. The renowned structural engineer Cecil
Balmond argues that structural engineers must become more intuitive and not just
work towards the known; in other words, they must develop a less skeletal but
more fluid understanding of structure. He points to the emergence of a new
aesthetics of asymmetrical structures that oppose traditional notions of tectonic
structures and stability. Structures derive from an animated sense of geometry
possibly based on natural forms that are constantly changing where geometry
evolves out of modeling and testing.
■ e.g. the sculptural structure as derived from other design ideas, such
as the Phaeno Science Center in Wolfsburg, Germany (2005), by Zaha Hadid.
■ e.g. the irregular and random type structure such as the “Water Cube” and
"Bird’s Nest” in Beijing (2008). The structural engineer Mutsuro Sasaki of Japan
conducts experiments on refining the mathematical principles that allow buildings
to escape rigid geometric forms and take on more biomorphic shapes. He helped
to transform the complex geometries and ideas of architects like Toyo Ito and
Arata Isozaki into reality.
For example, the structural engineer Mutsuro Sasaki of Japan conducts
experiments on refining the mathematical principles that allow buildings to escape
rigid geometric forms and take on more biomorphic shapes. He helped to
transform the complex geometries and ideas of architects like Toyo Ito and Arata
Isozaki into reality. Similarly, the renowned structural engineer Cecil Balmond of
Arup argues that structural engineers must become more intuitive and not just
work towards the known; in other words, they must develop a less skeletal but
more fluid understanding of structure. He points to the emergence of a new
aesthetics of asymmetrical structures that oppose traditional notions of tectonic
structures and stability. Structures derive from an animated sense of geometry
possibly based on natural forms that are constantly changing that is geometry
evolves out of modeling and testing.
The organizing geometry of the new aesthetics, however, often is not regular
anymore as for typical buildings. It may be random and dynamic as demonstrated,
for example, by the Beijing National Stadium (Fig.10.12) and the Beijing National
Swimming Center (Fig. 10.13). It is possible now with modeling software that
designers can explore forms and situations that they may have not been able to
conceive before. Freeform shapes in architecture have become a great
engineering challenge.
Cecil Balmond - Informal Networks -3
November 2005
Entitled Informal Networks, the talk detailed the Unit’s research, including work
hot off the computer, into new structural forms, forms that could be a catalyst for
new building typologies, ones that allowed for notions of ‘trace’, ‘skip’, ‘jump’ and
‘overlap’. Structures that are based on an animated sense of geometry, open-
ended, scale less, based on Natural forms but understanding that Nature is not
fixed or static but constantly changing. If architects are to apply the fruits of this
research, Balmond argued, they need to change their way of thinking, to become
more intuitive, not to work towards known outcomes. Beauty in Architecture, he
suggested, lay in the process of construction, not with the finished object.
Mr. Balmond and the Japanese architect Toyo Ito played with a pattern of
overlapping squares across a delicate lacelike skin for the Serpentine Gallery
Pavilion in London (2002). It was not only decorative but also supported the entire
structure.
Freeform shapes in architecture is an area of great engineering challenges
and novel design ideas. Obviously the design process, which
involves shape, feasible segmentation into discrete parts, functionality,
materials, statics, and cost, at every stage benefits from a complete
knowledge of the complex interrelations between geometry
requirements and available degrees of freedom. Triangle meshes
– the most basic, convenient, and structurally stable way of representing
a smooth shape in a discrete way – do not support desirable
properties of meshes relevant to building construction (most importantly,
“torsion-free” nodes). Alternatives, namely quad-dominant
BMW’s undulating steel forms, suggesting the magical qualities of liquid mercury,
may be the closest yet that architecture has come to alchemy.”
An hourglass-shaped events hall grounds the building at one end, its torqued glass-
and-steel form evoking a tornado drilling into the earth,
Behind SANAA’s illusion of weightlessness Mutsuro Sasaki ,for a competition
proposal for a new train station in Florence with the architect Arata Isozaki, Sasaki
generated a structure using compute methods rooted in evolutionary biology
Although architects and their works ARE sometimes featured on these art pages, strictly
speaking, Mutsuro Sasaki, a structural engineer, shouldn’t be here at all. Yet thanks to the
talents of Sasaki and his colleagues, who know how to make architects’ fantasies come true,
new possibilities for structural design are taking flight, contributing to exciting environments
for the new millennium.
Currently a professor at Hosei University (and before that Nagoya University), Sasaki
conducts experiments into new structural possibilities for architecture. In particular, his
research concentrates on refining the mathematical principles that allow buildings to escape
rigid geometric forms and take on more biomorphic shapes.
Anyone familiar with the work of Antonio Gaudi will be familiar with Sasaki’s interests, but
where the Spanish architect’s approach was by necessity trial-and-error, Sasaki can, thanks
to computer technology, talk of having a “modern theoretical method” to work
Outside of the university’s research labs, Sasaki has helped transform the ideas of top
Japanese architects like Toyo Ito and Arata Isozaki into reality. A good example can be seen
in Gallery Ma’s garden, where stands a replica of a typical flux structure: the gateway to a
convention hall in Qatar, the construction of which began in 2004 but has since been
suspended. The basic design works on contrasts between the long, flat horizontal beam and
the rounded tree trunk-like legs. The resemblance of these pillars to organic forms is no
coincidence; Sasaki and the architect, Arata Isozaki, were inspired by the way that certain
plants adapt to their environment, and they decided to apply these principles to architecture.
However, Tristram Carfrae now perceives a swing back towards the structural
engineer, through the potential in advancing and extending building
information modeling (BIM) and allied techniques, as part of the collaborative
design process.
Carfrae describes how, historically, structural engineers were essentially
trained to be numerate; that it was a form of applied mathematics above all.
With previous tools, engineers were licensed to use them only when they've
demonstrated an understanding their innards in detail. With the increased
complexity of today's tools, that's generally not possible and certainly not
scalable. Equally, using contemporary modeling software, engineers can
explore situations that they may not have been able to conceive - put simply,
situations and processes that can't be drawn.
By constantly looking at these judgments on process from different
perspectives, informed through collaboration, you should end up with an outcome
that is richly imaginative and holistic, yet grounded in testing and modeling.
Volker Schmid forscht zu dem Thema der hybriden Bauweise. Sie ermöglicht den Ingenieuren und
Architekten eine neue Formensprache
Sei es das Paul-Klee-Zentrum in Bern des Architekten Renzo Piano, das schottische Parlament in Edinburgh
von Henrique Mirailles oder das Haus für Musik und Musiktheater in Graz - bei all diesen anspruchsvollen
Projekten leitete Volker Schmid die Planung der Tragwerke. Und auch bei den überdimensionalen
Fußballschuhen, aufgestellt zwischen Kanzleramt und Berliner Hauptbahnhof zur Fußball-Weltmeisterschaft
2006, hatte Volker Schmid die Hände im Spiel.
So unterschiedlich diese Bauwerke und Skulpturen sein mögen, ihnen ist gemeinsam, dass es sogenannte
Hybridkonstruktionen sind, Konstruktio-nen, bei denen unterschiedliche Materialien miteinander
verbunden werden. Beim Paul-Klee-Zentrum zum Beispiel, einem Museumsneubau, wurden wellenförmige
Stahlträger auf raffinierte Weise mit Glas und Holz kombiniert. Bei den Fußballschuhen wurde nach dem
Sandwichprinzip ein Schaumstoffkern mit Deckschichten aus glasfaserverstärktem Kunststoff verbunden.
"Jedes Material hat besondere Eigenschaften und ist deshalb für bestimmte Aufgaben mehr oder weniger gut
geeignet", sagt Schmid, der als neuberufener Professor an der TU Berlin das Fachgebiet "Entwerfen und
Konstruieren - Verbundstrukturen" leitet und zuvor in London beim international renommierten Ingenieurbüro
"Arup" zu dem Thema der hybriden Bauweise forschte. Die Kombination von verschiedensten Materialien
ermöglicht es, so zu bauen, dass die Werkstoffe entsprechend ihren Eigenschaften optimal eingesetzt werden.
Bauten nur aus Stahl oder Beton gehören der Vergangenheit an.
"Die intelligente Kombination unterschiedlicher Werkstoffe zu hybriden Tragwerken führt zu neuen,
hocheffizienten Strukturen und einer neuen Formensprache", sagt Volker Schmid. Diese widerspiegelt
sich zum Bei-spiel an der Mensa der Universität in Karlsruhe. Hier wurde das Tragwerk aus Holz mit
Polyurethan bestrichen, einer gummiartigen wasserabweisenden Schicht, wie sie zur Abdichtung von
Betonbrücken verwendet wird. "Holz und Polyurethan sind so noch nie zusammen verwendet worden.
Es entstand im Holzbau eine völlig neue Form", sagt Schmid.
Guggenheim Museum, Bilbao, 1997, Frank Gehry
Walt Disney Concert Hall, Los Angeles, 2003, Frank Gehry
Fisher Center, Bard College, NY, Frank Gehry, DeSimone, 2004
Museum Marta, Herford,
Germany, 2005, Frank Gehry
The renovated Art Gallery of Ontario, Toronto, 2008, Frank Gehry
The Hysolar Institute at the University of Stuttgart, Germany (1988, G. Behnish and Frank Stepper) reflects
the spirit of deconstruction, it looks like a picture puzzle of a building - it is a playful open style of building
with modern light materials. It reflects a play of irregular spaces like a collage using oblique angles causing
the structure to look for order. The building consists of two rows of prefabricated stacked metal containers
arranged in some haphazard twisted fashion, together with a structural framework enclosed with sun
collectors. The interior space is open at the ends and covered by a sloped roof structure. The bent linear
element gives the illusion of an arch with unimportant almost ugly anchorage to the ground.
Cental Station,
Oberhausen,
Germany, 1996,
C. Parade Arch,
Ralf
Woerzberger
Eng.
The M-House, Los Angeles, 2000, Michael Jantzen, Advanced Structures Inc.
UFA Palace, Dresden, Germany, 1999, COOP Himmelblau
Food Theater Cafe, London,
UK, 2001, Daniel Libeskind
CHAOTIC ARRANGMENT OF
SPATIAL, POLYHEDRAL ELEMENTS
allusion of instability for unusual structures
The structural design for Beijing's National Stadium was inspired by a bird's nest Unusual buildings and complex sculptures can
seem to defy gravity. Arup.com reports on the tricks of the trade that make this happen.
“What we want people to ask when they see an unusual building is, ‘how can that possibly stand up?’ “says Arup Sport’s Darren
Paine. His extensive experience of designing unusual structures ranges from glass sculptures to sports stadia.
Clever application of geometry and materials are the fundamental tricks behind creating an illusion of instability. Whether it’s a small
sculpture or a large-scale stadium, the same principles of space, light and materials is needed to create a false impression of
weightlessness. Darren says, ‘The only difference between a sculpture and a building is in the detail. With buildings you tend to
focus more on what’s on the inside, sculptures are more about what’s on the outside.’
Simple solutions
It’s not always the case that unusual form requires complicated facade for Munich’s (Germany) new World Cup football stadium will
be able to change colour when completed. This striking innovation requires a homogenous form and a facade clad in one material
type. But a seemingly uniform design may need a more complex response. The office building over Charing Cross Station (London,
UK) has a conventional outer form, but it needed a careful structural solution so that it could span several platforms.
It gets much more challenging when a building needs to look like a work of art and the technological solutions are difficult. Sports
stadia can present particular challenges. Unusual structure: interlocking planes on the Serpentine Pavilion 2002 Darren says,
‘When designing stadia, we’re taking creative, non-linear designs, such as those designed for the Serpentine Pavilion (a temporary
exhibition space in London, UK) and making them much bigger.‘ There are three generic solutions for roofs on stadia: a design
based around a cantilevered roof; a beam technique where the supporting element spans the full width of the stand; or a 3-
dimensional system where the material elements and geometry are used to span the full perimeter of the stadium.
Inspired by nature
Darren believes there is value in looking at art and nature for inspiration to complex design challenges.
He says, ‘We can learn a lot from natural solutions in a mixture of ways. In nature, everything exists on a small scale. It’s our job to
find out how we can translate these onto a larger structure.’ ‘Our experience puts us in a good position, and I’m confident that we’ll
continue to develop challenging designs in the future.’ Darren Paine, Arup Sport The architectural concept for Beijing National
Stadium was inspired by a bird’s nest. The venue for the 2008 Olympics - is as much about aesthetic detail on the outside as it is
about spectator comfort on the inside. Darren says, ‘We’ve really had to push the more conceptual ideas for this one. The actual
seating area is going to be very traditional, but to get there you have to pass through a very chaotic facade that, in engineering
terms, is much more challenging to create.’The structure is an interwoven series of beams giving an impression of weightlessness.
Careful material selection also plays a part in the illusion. Steel was the natural choice because of its load to weight capacity. Darren
says, ‘If you imagine overlapping lollypop sticks so that they interlock to form a star shape, then you get the idea for how we started
to think about the venue.’
Changing design
He believes that the way we will engineer unusual structures in the future is related to an increased acceptance of unconventional
Royal Ontario Museum, 100 Queen's Park, Toronto, Ontario, M5S 2C6, Canada,
2007, Daniel Libeskind, Arup Struct. Eng.
Addition to Denver Art Museum, Denver, USA. 2006, Daniel Libeskind, Arup Eng.
Akron Art Museum, Akron, 2007, Wolf Prix and Helmut Swiczinsky (Himmelblau).
IRREGULAR, FLUID, HORIZONTAL-SPAN
STRUCTURES
DG Bank, Berlin, Germany
2001, Frank Gehry, Schlaich
Science and Technology Museum Shanghai, 2002, RTKL/Arup
Col. H. Weir Cook International Terminal, Indianapolis, 2008, Hellmuth, Obata +
Kassabaum (HOK), Thornton-Tomasetti Engineers
New Trade Fair, Rho-Pero, Milan, Italy, 2005, Massimiliano e Doriana Fuksas
Architects, Mero GmbH & Co. Schlaich Bergermann und Partner
Zaragoza Bridge Pavilion , 2008,
Zaha Hadid, Arup
C Quarters,
Doha, Qatar,
Chris Lee & Kapil
Gupta
Guangzhou Opera House, Guangzhou, Zaha Hadid
A model of the 2012 London Olympic
Aquatic Center, Zaha Hadid
Mobile Art Pavillion, Tokyo, 2008, Zaha Hadid, Arup
Mobile Art Pavillion, Hong Kong, 2008, Zaha Hadid
Inflatable structural skin,
various Norwegian Architects
designed a temporary
performance space for a world
tour, 2009, Ramboll Whitbybird
Struct. Eng., ESS/Tectoniks
Proposal Shenzhen
Museum of
Contemporary Art,
Shenzen, 2007,
EMERGENT Tom
Wiscombe, LCC
Shenzhen Museum of
Contemporary Art,
Shenzen, 2007, COOP
HImmelblau
Guangzhou Opera House, China,
2003-, Zaha Hadid Architects
Abu Dhabi called Masdar City, Dubai, Adrian Smith, 2008 project
BMW Welt, Munich, 2007, Coop Himmelblau
Congress Center EUR District, Rome,
Italy, 2008, Massimiliano Fuksa
the Giant Group New Pharmaceutical Campus, Shanghai, China, NY Times, 2020,
Thom Mayne (Morphosis)
BEAM BUILDINGS
Alan House, Los Angeles,
2007, Neil Denari (NMDA)
Porsche Museum, Stuttgart, Germany, 2009, Delugan Meissl
ING-House, Amsterdam, the Netherlands,
Meyer en van Schooten , Aronsohn
Raadgevende Ingenieurs
BMW Plant Leipzig, Central Building,
2004, Zaha Hadid
University of Cincinnati Rec Center, 2006, Thom Mayne (Morphosis)
Phaeno Science Center, Wolfsburg, Germany, 2005, Zaha Hadid
Phaeno Science Centre • Wolfsburg, Germany, 2005, Zaha Zadid
MAXXI museum, Rome, Italy, 2009, Zaha Hadid
Abu Dhabi Performing Arts Centre
project, Zaha Hadid
MAXXI museum, Rome, Italy, 2009, Zaha Hadid
Boston Convention Center, Boston, 2005, Vinoly and LeMessurier
University of Chicago Graduate School of Business, Chicago, 2005, Rafael Vinoly, Thornton-Tomasetti
Seattle Central Library, 2005, Rem Koolhaas, Cecil Balmond
Casa da Música, Porto, Portugal
2005, Rem Koolhaas + Arup
Path Terminal, New York, 2009, Santiago Calatrava
Concert Hall , Tenerife, Spain, 2003, Santiago Calatrava,
The Milwaukee Art
Museum, Milwaukee,
Wisconsin, 2001,
Santiago Calatrava
Lyon Airport, France, 1994, Santiago Calatrava
Palau de les Arts, Valencia Opera House, 2005, Santiago Calatrava
Ciudad de las Artes.
Valencia, Spain, 2002,
Santiago Calatrava
ING Group Headquarters, Amsterdam, 2002, Meyer en Van Schooten Arch
Kunsthaus Graz, Austria, 2003, Peter Cook und Colin Fournier, Bollinger
und Grohmann Eng
Zenith Music Hall, Strasbourg, France, 2008, Massimiliano and Doriana Fuksas
Metropol Parasol, Seville, Spain, 2009, Jürgen Mayer, Arup
COMPLEX WALL GEOMETRIES
IAC Building, New York, 2007, Frank Gehry
• Frank O. Gehry's, three building complex (one is clad in metal, one in plaster, one in brick), Neuer Zollhof
(1998) in Duesseldorf, Germany, looks like an unstable collage. The walls of the center building have a
surface whose shape is much like that of folds of hanging fabric, where the undulating wall is clad in
polished stainless steel. It is an example of how computers are required to deal with the complexity of form
in designing and building a structure. The architect used the design software Catia to model the distorted
and twisted façade walls with window boxes sticking out, which are identical for all three buildings. In
contrast to Gehry's Guggenheim Museum in Bilbao where the complex surfaces were formed by skeletons,
which were skinned, in the Neuer Zollhof they were solid concrete walls for the middle portion of the
building group (but for the 13-story tower concrete frame construction with fill-in masonry walls was used).
The walls were constructed from prefab panels (i.e. first Styroform molds, then steel reinforcing and finally
concrete) all different from each other using Computer Aided Manufacturing (CAM). In other words, the
construction of the houses was approached similar to the production of car bodies or airplane wings.
Dancing house, Prague,1996, Frank Gehry
MIT Stata Center, Cambridge, Mass, 2004, Frank Gehry
Experience Music Center, Seattle, 2000, Frank Gehy
Project of Berkeley Art Museum, 2008, Toyo Ito
New Beijing Planetarium, 2005, AmphibianArc – Nanchi Wang
WDR Arcades/Broadcasting House on
Wallraff-Platz/Vierscheibenhaus,
Cologne, 1996, Gottfried Boehm
Prada Boutique Aoyama
Tokyo, Tokyo, Japan, 2003,
Herzog & de Meuron
Tod’s Omotesanto Building,
Tokyo, Japan, 1997, Toyo Ito
Zollverein School of Management & Design, Essen, Germany, 2006, SANAA, Sasaki/ Bollinger
Novartis Campus
WSJ 158 Sanaa-
Building, Basel,
Switzerland, 2006,
SANAA, Mutsuro
Sasaki
Mikimoto Building,
Tokyo, 2006, Toyo Ito,
Mutsuro Sasaki
Dafen Art Museum, Shenzhen, 2007, China Urbanus Architecture & Design
IRREGULAR, VERTICAL BUILDINGS
Ibere Camargo Museum, Porto Alegre, Brazil, 2007, lvaro Siza Vieira
National Space
Centre (42 m),
Leicester, UK,
2001, Nickolas
Grimshaw, Arup
Fort School,
Mumbai, India,
Chris Lee &
Kapil Gupta
Netherlands
Embassy,
Berlin,
2003, Rem
Koolhaas
Architects
New Museum of
Contemporary Art,
New York, 2008, Kazuyo
Sejima + Ryue Nishizawa
/ SANAA, Mutsuro Sasaki
Struct. Engineer
de Young
Museum, San
Francisco, CA,
2005, Herzog &
de Meuron
Audi Forum, Tokyo –the Iceberg, 2006,
Benjamin Warner
Creative Media Center (project), Hong Kong, 2008, Daniel Libeskind
NordDeutsche Landesbank am
Friedrichswall, Hannover, 2002,
Behnisch
Beekman Tower, New York, 2010, Frang Gehry
Novartis Pharma AG, Basel, Frank Gehry, Schlaich
High Line (HL) 23, New
York, 2009, Neil M. Denari,
Desimone Consulting
Engineers
Tate Modern’s
planned extensionTate Modern’s
planned extension,
London, 2012
Jacques Herzog and
Pierre de Meuron
Mercedes-Benz Museum, Stuttgart, Germany, 2006, Ben van Berkel & Caroline
Bos, Werner Sobek
Za-Koenji public theater,
Tokyo,
2009, Toyo Ito
Parque Biblioteca. EspañaMedellín, Colombia, 2007, Giancarlo Mazzanti Arquitectos
Sendai Mediatheque, 2-
1, Kasuga-machi, Aoba-
ku, Sendai-shi 980-
0821, Japan, 2001, Toyo
Ito + Mutsuro Sasaki
His breakthrough came with the Sendai Mediatheque, a library and exhibition
space completed in 2001. Seen from a distance the structure looks like a
conventional Modernist glass box rising from one of Sendai’s busy, tree-lined
boulevards. The first hint of something out of the ordinary is a series of
enormous white latticework tubes that pierce the top of the structure, capped by
a delicate steel frame. The tubes seem to be arranged in a loose, almost
random pattern, and as you get closer, you realize they extend down through
the entire structure, connecting the floors. They not only hold up the building,
they house elevators, staircases and mechanical systems. Sunlight, reflected
from gigantic, computer-controlled mirrors, spills through them during the day,
giving the building an ethereal glow.
“The tubes are often compared to trees in a forest,” Mr. Ito told me through a
translator as we toured the building. “But they are also like objects in a
Japanese garden, where space is created by movement around carefully
arranged points, like ponds or stones.”
The idea was to free us, both physically and psychologically, from the rigidity of
the grid and what it implies — the Cartesian logic, the erasure of individual
identity. But the building is not just an isolated experiment. By echoing the forms
of the conventional slab buildings around it and aggressively distorting them, the
design suggests how the city too could be made more free and more human.
Summershall at MIT, Boston, USA, 2005, Steven Holl
Looped Hybrid Housing, Beijing, 2008, Steven Holl
Sliced porosity block, Chengdu, 2008-, Steven Holl
CCTV Headquarters and TVCC Building, Beijing, Rem Koolhaas and Ole Scheeren, Arup Eng.
Phare Tower, La Défense, Paris. 2012, Thom Mayne’s (Morphosis, LA)
COMPLEX GEOMETRY
structure as the primary idea of architecture
Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
National Swimming Center, Beijing, 2008, Herzog de Meuron, Tristram Carfrae (Arup
Tomochi Forestry Hall,
Kumamoto, Japan, 2005,
Taira Nishizawa Architects
Floating Pavilion,
Groningen, Netherland,
1996, Fumihico Maki
Dining Hall Karlsruhe, Hochschule Karlsruhe, 2007, Jürgen Mayer H, ARUP
Caja Vital Kutxa, Vitria, Spain, 2007, Mozas + Aguirre Arquitectos
Belgium Court of Justice, Hasselt, Belgium, 2009, Jürgen Mayer H Architects
Landesvertretung NRW, Berlin, 2004, Petzinka Pink Arcitects
Glass Cube, Bad Driburg 2007, 3deluxe transdiciplinary design
Tama Art University Library, 2007, Toyo Ito, Sasaki Structural Consultants
Fabric formwork
The natural tension geometries given by formwork fabrics simplify the production of
lightweight, high efficiency structural shapes. The formworks themselves are
extraordinarily light and very inexpensive. The flexibility of a fabric formwork
membrane makes it possible to produce a multitude of architectural and structural
designs from a single, reusable mold. The use of permeable formwork membrane
fabrics produces improved surface finishes and strength as a result of a filtering
action allowing air bubbles and excess mix water to bleed through the formwork
membrane.
Methods for casting columns, walls, panels, beams, and slabs in both cast-in-place
and precast applications have been developed. Cast-in-place and precast fabric-
formed columns have been used structurally in Canada and internationally. Fabric
formwork products for casting foundation footings and small columns are being
manufactured and marketed by Fab-Form Industries of Surrey, B.C. The Centre for
Architectural Structures and Technology at the University of Manitoba is the first
academic research laboratory engaging in fabric formwork research. Research on
fabric formwork technologies invented at C.A.S.T. are being carried out in Chile at
its Catholic University of Valparaiso and the "Open City," and in Scotland at the
University of Edinburgh. Fabric-formed construction projects have also been carried
out in Japan by architect Kenzo Unno, inventor of an elegant cast-in-place fabric-
formed wall system.
Thin shell structures
Molds for lightweight compression shell
structures and building components such as
thin-shell compression vaults and double
curvature wall panels can be made by placing
concrete on a hanging sheet of fabric.
Pure compression geometries are directly
produced by simply inverting the tension-
resistant shapes given by the fabric
membrane.
Concrete Canopy Auditorium and Movie Theater,
Saint Cyprien, France, 2008, Serero Architects
TECHNOPOLE
INNOVIA of
Damparis,
France , 2008,
SERERO
Architectes,
IOSIS Group.
Magic Box, 2008, Jun Ueno of Magic Box Inc
Serpentine Gallery 2002, London, England – Toyo Ito + Cecil Balmond
Parc de relaxation, Torrevieja,
Alicante Spain, 2005, Toyo Ito , Sasaki
Proposal SOMA
Ground Zero Mosque
NY, 2010
The Aluminium Forest, Utrecht, Netherlands, 2001, Micha de Haas
For example, the structural engineer Mutsuro Sasaki of Japan conducts
experiments on refining the mathematical principles that allow buildings to escape
rigid geometric forms and take on more biomorphic shapes. He helped to
transform the complex geometries and ideas of architects like Toyo Ito and Arata
Isozaki into reality. Similarly, the renowned structural engineer Cecil Balmond of
Arup argues that structural engineers must become more intuitive and not just
work towards the known; in other words, they must develop a less skeletal but
more fluid understanding of structure. He points to the emergence of a new
aesthetics of asymmetrical structures that oppose traditional notions of tectonic
structures and stability. Structures derive from an animated sense of geometry
possibly based on natural forms that are constantly changing that is geometry
evolves out of modelling and testing.
The organizing geometry of the new aesthetics, however, often is not regular
anymore as for typical buildings. It may be random and dynamic as demonstrated,
for example, by the Beijing National Stadium (Fig.10.12) and the Beijing National
Swimming Center (Fig. 10.13). It is possible now with modelling software that
designers can explore forms and situations that they may have not been able to
conceive before. Freeform shapes in architecture have become a great
engineering challenge.
Kaohsiung Stadium in Kaohsiung, Taiwan, 2009,
Parc « Grin Grin », Island City, Fukuoka, Japan, 2005, Toyo Ito , Sasaki
EPFL learning center, Lausanne, Switzerland, 2010, SANAA, Mutsuro Sasaki
Convention Hall at the Qatar International Exhibition Centre, 2005, Mutsuro Sasaki
Proposal for train station, Florence, Italy, 2005, M. Sasaki + Arata Isozaki
Enabling collaborations
Today, shared Building Information Models (BIM), rather than just physical models, as with
Otto’s early projects, allow for feedback and integration between all the building professions,
including that of the construction team. Adams Kara Taylor (AKT), a London-based structural
and civil engineering firm of 40 people, will engage an architect’s ideas for a project design, but,
as engineer Hanif Kara says, they “do not pretend to be the architect.” Key to the firm is
teamwork and a constant dialogue with the architect. An in-house mathematics think tank with
computational specialists assists teams, and it is common to see five engineers from five
countries hunched over one computer as they jointly solve problems. AKT’s nonhierarchical
studio encourages creative thinking and innovation, but not at the cost of technical competence,
achieving what Kara calls “great engineering rather than bad architecture.” For its work on the
Peckham Library in London (2000), with Alsop & Stormer Architects, the concrete-filled steel
columns angle to support a cantilevered upper volume. Appearing like an upside down L-
shaped volume, the building’s structure freed Alsop from traditional constraints, opening the
library’s base to allow for public space. Kara, who worked for Anthony Hunt and also teaches at
the Architectural Association in London, engineered Zaha Hadid’s Phaeno Science Center in
Germany (2005), where structural redundancy was eliminated so that the walls and concrete
slab could combine as a continuous shell to achieve the fluid space the architect desired.
Currently, Kara is collaborating on the design with Foreign Office Architects (FOA) of the John
Lewis department store in Leicester, England (2007), that will also include retail and a cinema.
AKT’s proposed structural design enables FOA to foreground an intricate lacy glass facade by
engineering large spans for an atrium, an auditorium, and loading dock areas, in addition to
glass walkways through the atrium.
Before leaving to form her own firm, at Arup Jane Wernick engineered Hadid’s curvilinear
concrete Ski Jump in Bergisel in Innsbruck (2002) and the competition phase of
Angelil/Graham/Pfenninger/Scholl’s Portland Aerial Tram in Oregon. Taking into account what
Peter Rice taught her when she was at Arup, to “let the architects in on their secrets,” Wernick
says she always explains her process at the outset of a project. Among her more notable
achievements at Arup, her structural challenge for Marks Barfield Architects’ London Eye ferris
wheel (1999) was to design a 500-foot-high structure that moves, but would be stable and strong.
Not surprisingly, she found the bicycle wheel, as a tensegrity structure, to be the most
economical form. She resolved the structure with landside pylons supporting the wheel at the
hub, with the spindle cantilevering out to allow the wheel to be suspended over the Thames
River. Although unusual for historic London, the structural spectacle of the Eye has become one
of the city’s most exquisite examples of its engineering eminence.
Many times, the collaboration between architect and engineer results in buildings where
intensified structural patterns emerge from a mathematical or nature-derived basis that is
enabled by digital tools to become a kind of “deep decoration.” Tristram Carfrae, of Arup’s
Melbourne office, employed the concept of bubble structures for the Watercube National
Acquatics Center for the 2008 Beijing Olympics, designed with PTW Architects of Australia. The
center’s five pools are enclosed in a structure filled in with ETFE foil cushions—similar to those
used at Grimshaw Architects’ Eden Project in England (2001)—that both physically and literally
represents a swimming pool. Rather than adopt Frei Otto’s soap bubble investigations from the
Munich stadium, Arup explored the connectivity of cellular arrays to combine the surface pattern
with the internal structure of a ductile space frame that supports the long-span roof structure. The
varied ETFE hexagonal elements resolve both the environmental and structural design in a
nonlinear, unified form.
Material focus
Many engineers are interested in the structure of materials, as well as material-as-structure. The
Modernist fascination with glass, in its duality of fragility and strength, in addition to its varying
qualities of transparency and translucency, has played a notable part in many engineers’ oeuvre.
This can be found in the early work of Peter Rice’s bracketed glass wall systems for the Grand
Serres of the Science and Technology Museum in Paris’s Parc de la Villette, with architects Adrien
Fainsilber & Associés (1986), to structural glass systems of such contemporary practices as
Dewhurst Macfarlane, Schlaich Bergermann und Partner, and Werner Sobek. In June, Rice’s Paris-
based firm, RFR, completed the structure for a 460-foot-long toroidal transparent volume to expand
the Strasbourg TGV train station, designed by the architect Jean-Marie Duthilleul for the French
National Railways. Relying on a slender prestressed-steel structure, the use of cold-formed curved
and laminated glass minimizes its presence at the historic station. Working with Seele glass
manufacturers, and incorporating solar gain analysis from Stuttgart-based climate engineers
Transsolar, the project combines design, structure, and climate engineering in a truly holistic way
while resulting in a bubble form at the station. Bollinger & Grohmann, working with Mutsuro Sasaki
and Transsolar, devised a transparent sustainable office building in a Minimalist structure for
SANAA’s Novartis project in Basel, Switzerland (2007). The extremely thin reinforced-concrete floor
slabs supported by structural walls achieved the desired open floor spans, as well as transparency
through the rectilinear building. With design assistance from the New York–based facade
consultants Front, the translucent building appears as a thinly veiled glass box.
New York–based engineer Guy Nordenson, working with Los Angeles architect Michael Maltzan,
designed the Ministructure No. 16 in Jinhua City, China, a 1,300-square-foot pavilion in a historic
garden. Beginning the design with a concrete structure, the team switched to steel because of the
high water table. A hybrid Veirendeel steel structure, accompanied by smaller ladder trusses,
resulted in a double-perforated facade that creates an unexpected moiré pattern on the building’s
skin.
Algorithms and patterns of structure
Structural engineers have been doing analysis in 3D for decades, but now
they share those models with architects as digital versions of construction
drawings. These models now increasingly rely on complex computer-code-
based geometrical relationships that require engineers to be as much
programmers as designers. Much of this work has resulted from firms
designing their own software, such as Happold’s Tensyl for tensile
structures or Bollinger & Grohmann’s program for trusses, though
Autodesk’s Revit and Bentley’s Generative Components have revolutionized
design for many engineers.
Algorithmic design processes resulted in the structural maneuvers of Bollinger &
Grohmann’s proposed tessilations for Dominique Perrault’s Mariinsky Theatre II in St.
Petersburg, Russia (2008). The Mariinsky’s structure is defined by a system of
connected steel pyramids, like an asymmetric geodesic dome, filled in with cross ribs
that radiate out to support a metal-mesh infill. The shell wrapping the theaters appears
like a geode, where structure and skin are combined into one system, similar in theory
to the deep decoration found on Arup’s Watercube. Cecil Balmond, one of Arup’s
directors, works experimentally with algorithms with architects such as Rem Koolhaas,
Daniel Libeskind, and Toyo Ito. Balmond has written a book, Informal (2002), and his
projects are currently on view in The Frontiers of Architecture I exhibition at the
Louisiana Museum of Contemporary Art, in Denmark, through October. The 2002
Serpentine Pavilion in London expresses many of his concepts most explicitly.
Designed with Toyo Ito, the structure was based on twisted squares arranged in
circular patterns, connected with their primary lines of force. The overall patterning of
the shell, in crossing lines and planes, makes the skin and structure one—more similar
in concept to a traditional load-bearing wall than to systems of separate structure and
infill. The pavilion is a physical manifestation of an algorithm: Pattern and structure are
integrated and become a form. As Balmond says, “The design started with a simple
line that was repeated, releasing architecture from structure, rather than trapping
architecture through the structure.” Diagonally gridded exterior-structural-skin
systems have also become emblematic of his use of structure as pattern, as is the case
for the diagrid structural skin of OMA’s CCTV Tower, under construction in Beijing.
Nonlinear shaping of structure is dominant in Mutsuro Sasaki’s work in strong
collaborations with Toyo Ito and Arata Isozaki, as he believes there is a creative
process involved in developing hypotheses regarding a structure’s shape, system,
materials, and dimensions. Focusing on form-finding and shape design in
curvilinear and organic forms, Sasaki bases designs on principles of self-
organization in nature. Using his 3D Extended Evolutionary Structure Optimization
(ESO) method, he defines his forms within a collaborative digital model to result in
optimized and rational structures. For Ito’s Crematorium, in Kakamigahara Gifu,
Japan (2006), the curvilinear reinforced-concrete roof shell, only 7.8 inches thick,
was evaluated using Sensitivity Analysis, a systematized method for analyzing
curved surfaces to determine an efficient structural shape. As he describes in his
2006 book, Flux Structure, “By means of the repetitive nonlinear analysis
procedure it becomes possible to organically comprehend the evolution of
structural form in the overall structure from the relationships between its shape
and mechanical behavior.
hese perspectives in turn shape the future of complex space, as well as suggest
the realization of new paradigms for collaboration between design, structure, and
environment. The full integration of structural engineering into the process of
architecture does not guarantee good architecture or revolutionary space and
forms, but enables their potential to exist. Now more than ever, engineers are
embracing the natural world and poetically exploiting its logic to realize
architecture’s possibilities. As Ove Arup said in his “Key Speech,” the aims of his
firm are not “grasped arbitrarily out of the sky or willfully imposed, they are natural
and obvious.”

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The New Geometry of Building Structures, Wolfgang Schueller

  • 1. T H E NEW GEOMETRY Prof. Wolfgang Schueller
  • 2. A new language of structures has been developing with respect to architecture. It may be characterized by the breakdown of the building into smaller assemblies, multilayered construction, complex shapes and spatial geometries, fractured forms (i.e., fractal mathematics), hinged assemblies, forms in tension and compression (i.e., buildings have muscles), mixed and hybrid structures, cast metals, light-weight composite materials, and so on. There is even an indication that certain passive structures may be replaced eventually by active structures with their own intelligence. We are already quite familiar with smart materials and energy.
  • 3. Since the late 1980s , the field of architecture has witnessed revolutionary changes in design. Innovations in construction and project design made possible by digital technologies together with the development of new composite materials have enabled architects to create buildings with the most unusual and provocative shapes. Especially, Frank O. Gehry's projects brought attention to complex-shaped, unconventional design. The structures for these complicated designs can obviously not covered by traditional structure systems The organizing geometry of the new aesthetics, however, often is not regular anymore as for typical buildings. It may be random and dynamic as demonstrated, for example, by the Beijing National Stadium and the Beijing National Swimming Center. It is possible now with modelling software that designers can explore forms and situations that they may have not been able to conceive before. Freeform shapes in architecture have become a great engineering challenge.
  • 4. Complex designs are those that cannot be described in basic geometric terms, they could be a result of experimental design processes or simply an architectural design concept. In either case, the design team has to be innovative and inventive in order to extract and design a building strategy to engineer the architectural object. Complexity can be a structural solution in itself; a pure, efficient structure is usually a complex shaped one. Catenaries are pure structural forms but they are expensive to build due to their complex geometries; beams are simple and cheap but are not an efficient form. Simulation, optimization and modeling provide ways of identifying a solution that meets these multiple demands. • Free-form designs are shaped by the architect without referring to material and structural behaviors. • Form-found designs are evolving structures, created through a dependency on physical forces, the constraints of materials and the effect of spatial boundary conditions. Free forms, with the large and complicated structures necessary to keep them aloft, can be realized at a high price. As complicated building systems are employed, maintenance, access and installation become difficult and yet another expensive undertaking. Form-found structures are more efficient, as competing principles are assimilated and optimized throughout the design process – by employing a parametric computational environment, there is an inherent flexibility allowing different design options to be explored. The use of parametric tools has become important, allowing us to explore multiple design alternatives in an interactive environment; this permits us to evaluate and compare different design solutions and to choose the most efficient one that pleases all parties and fits within the budget.
  • 5. In free-form designs the complex hidden structure derived from intricate geometries and not from the nature of the support structure as convincingly demonstrated, for example, in the Guggenheim Museum in Bilbao, Spain, by Frank Gehry (1997), and by some of the work of Daniel Libeskind. For typical complex buildings, computers find the layout of structures within given boundaries. In form-found designs the structure as the primary idea of architecture, but not necessarily derived from traditional engineering thinking of optimization or standard construction techniques or tectonic expression, but from other intentions; architects invent structures: subjectivity and creativity are introduced in spite of the limits imposed by the rules and physical laws of engineering. In other words, the designer decides to expose the structure, rather than hide it behind a skin, in order to articulate its purpose and thereby enhances the quality of space such as articulating the illusion of weightlessness. The dialogue (or play) of architecture with structure, or symbolism with tectonics: e.g. the illusion of support structure, or the detail on a more local scale as a leitmotif. The organizing geometry of the new aesthetics often may appear as not regular as for typical buildings; the layout of structure may be random and fluid. It is possible now with modeling software that designers can explore forms and situations that they may have not been able to conceive before. Freeform shapes in architecture have become a great engineering challenge. The renowned structural engineer Cecil Balmond argues that structural engineers must become more intuitive and not just work towards the known; in other words, they must develop a less skeletal but more fluid understanding of structure. He points to the emergence of a new aesthetics of asymmetrical structures that oppose traditional notions of tectonic structures and stability. Structures derive from an animated sense of geometry possibly based on natural forms that are constantly changing where geometry evolves out of modeling and testing.
  • 6. THE PRESENTATION OF THE NEW GEOMETRY OF IRREGULAR BUILDINGS IS AS FOLLOWS: • CHAOTIC ARRANGMENT OF LINEAR AND SURFACE ELEMENTS • CHAOTIC ARRANGMENT OF SPATIAL, POLYHEDRAL ELEMENTS • IRREGULAR, FLUID, HORIZONTAL- SPAN STRUCTURES • BEAM BUILDINGS • COMPLEX WALL GEOMETRIES • IRREGULAR, VERTICAL BUILDINGS • COMPLEX GEOMETRY: structure as the primary idea of architecture
  • 7. Deconstructive philosophy in architectural theory (see Jacque Derrida’s influence on Peter Eisenman and Daniel Libeskind) had a great influence on the development of the new geometry in postmodern architecture that began in the late 1980s. It is characterized by ideas of fragmentation, an interest in manipulating ideas of a structure's surface or skin, non-rectlinear shapes which serve to distort and dislocate some of the elements of architecture, such as structure and envelope. The finished visual appearance of buildings that exhibit the many deconstructivist styles is characterized by a stimulating unpredictability and a controlled chaos. The deconstructive architecture celebrates order in visual disorder in response to corruption, violence, and irrationality in life. It lets architectural form wildly spin out of control to violate perfection and cause torture and pain in reaction to the traditional values of architecture. It has its source in philosophical skepticism and chaos theory in science, which is based on the randomness and uncertainty that occur in catastrophes, failures, instabilities, accidental impacts, turbulences, and so on, in contrast to the linear models and predictability of the deterministic world.
  • 8. CHAOTIC ARRANGMENT OF LINEAR AND SURFACE ELEMENTS
  • 10. Jewish Museum, Berlin, 2000, Daniel Libeskind
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  • 14. Vitra Museum, Weil am Rhein, Germany, 1989, Frank O. Gehry: complex building bodies and irrational arrangement of shapes together with distorted geometry and construction cause an exciting space interaction.
  • 15. Frank O. Gehry found inspiration in an Arizona canyon, left, for the interior spaces of the offices and classroom tower, left, of the Peter B. Lewis Building, nearing completion on the campus of Case Western Reserve University. The design of the exterior began, as most Gehry buildings do, with highly conceptual sketches drawn by the architect, above.
  • 16. VITRA FIRE STATION, 1994, WEIL am RHEIN, GERMANY, Zaha Hadid
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  • 18. Follies, Parc de la Villette, Paris, 1986, Bernard Tschumi
  • 19. Bus Stop, Aachen, Germany, 1998, Peter Eisenman
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  • 28. The organizing geometry of the new aesthetics often is not regular as for typical buildings; the layout of structure may be random and fluid. It is possible now with modeling software that designers can explore forms and situations that they may have not been able to conceive before. Freeform shapes in architecture have become a great engineering challenge. The renowned structural engineer Cecil Balmond argues that structural engineers must become more intuitive and not just work towards the known; in other words, they must develop a less skeletal but more fluid understanding of structure. He points to the emergence of a new aesthetics of asymmetrical structures that oppose traditional notions of tectonic structures and stability. Structures derive from an animated sense of geometry possibly based on natural forms that are constantly changing where geometry evolves out of modeling and testing. ■ e.g. the sculptural structure as derived from other design ideas, such as the Phaeno Science Center in Wolfsburg, Germany (2005), by Zaha Hadid. ■ e.g. the irregular and random type structure such as the “Water Cube” and "Bird’s Nest” in Beijing (2008). The structural engineer Mutsuro Sasaki of Japan conducts experiments on refining the mathematical principles that allow buildings to escape rigid geometric forms and take on more biomorphic shapes. He helped to transform the complex geometries and ideas of architects like Toyo Ito and Arata Isozaki into reality.
  • 29. For example, the structural engineer Mutsuro Sasaki of Japan conducts experiments on refining the mathematical principles that allow buildings to escape rigid geometric forms and take on more biomorphic shapes. He helped to transform the complex geometries and ideas of architects like Toyo Ito and Arata Isozaki into reality. Similarly, the renowned structural engineer Cecil Balmond of Arup argues that structural engineers must become more intuitive and not just work towards the known; in other words, they must develop a less skeletal but more fluid understanding of structure. He points to the emergence of a new aesthetics of asymmetrical structures that oppose traditional notions of tectonic structures and stability. Structures derive from an animated sense of geometry possibly based on natural forms that are constantly changing that is geometry evolves out of modeling and testing. The organizing geometry of the new aesthetics, however, often is not regular anymore as for typical buildings. It may be random and dynamic as demonstrated, for example, by the Beijing National Stadium (Fig.10.12) and the Beijing National Swimming Center (Fig. 10.13). It is possible now with modeling software that designers can explore forms and situations that they may have not been able to conceive before. Freeform shapes in architecture have become a great engineering challenge.
  • 30. Cecil Balmond - Informal Networks -3 November 2005 Entitled Informal Networks, the talk detailed the Unit’s research, including work hot off the computer, into new structural forms, forms that could be a catalyst for new building typologies, ones that allowed for notions of ‘trace’, ‘skip’, ‘jump’ and ‘overlap’. Structures that are based on an animated sense of geometry, open- ended, scale less, based on Natural forms but understanding that Nature is not fixed or static but constantly changing. If architects are to apply the fruits of this research, Balmond argued, they need to change their way of thinking, to become more intuitive, not to work towards known outcomes. Beauty in Architecture, he suggested, lay in the process of construction, not with the finished object.
  • 31. Mr. Balmond and the Japanese architect Toyo Ito played with a pattern of overlapping squares across a delicate lacelike skin for the Serpentine Gallery Pavilion in London (2002). It was not only decorative but also supported the entire structure. Freeform shapes in architecture is an area of great engineering challenges and novel design ideas. Obviously the design process, which involves shape, feasible segmentation into discrete parts, functionality, materials, statics, and cost, at every stage benefits from a complete knowledge of the complex interrelations between geometry requirements and available degrees of freedom. Triangle meshes – the most basic, convenient, and structurally stable way of representing a smooth shape in a discrete way – do not support desirable properties of meshes relevant to building construction (most importantly, “torsion-free” nodes). Alternatives, namely quad-dominant BMW’s undulating steel forms, suggesting the magical qualities of liquid mercury, may be the closest yet that architecture has come to alchemy.” An hourglass-shaped events hall grounds the building at one end, its torqued glass- and-steel form evoking a tornado drilling into the earth, Behind SANAA’s illusion of weightlessness Mutsuro Sasaki ,for a competition proposal for a new train station in Florence with the architect Arata Isozaki, Sasaki generated a structure using compute methods rooted in evolutionary biology
  • 32. Although architects and their works ARE sometimes featured on these art pages, strictly speaking, Mutsuro Sasaki, a structural engineer, shouldn’t be here at all. Yet thanks to the talents of Sasaki and his colleagues, who know how to make architects’ fantasies come true, new possibilities for structural design are taking flight, contributing to exciting environments for the new millennium. Currently a professor at Hosei University (and before that Nagoya University), Sasaki conducts experiments into new structural possibilities for architecture. In particular, his research concentrates on refining the mathematical principles that allow buildings to escape rigid geometric forms and take on more biomorphic shapes. Anyone familiar with the work of Antonio Gaudi will be familiar with Sasaki’s interests, but where the Spanish architect’s approach was by necessity trial-and-error, Sasaki can, thanks to computer technology, talk of having a “modern theoretical method” to work Outside of the university’s research labs, Sasaki has helped transform the ideas of top Japanese architects like Toyo Ito and Arata Isozaki into reality. A good example can be seen in Gallery Ma’s garden, where stands a replica of a typical flux structure: the gateway to a convention hall in Qatar, the construction of which began in 2004 but has since been suspended. The basic design works on contrasts between the long, flat horizontal beam and the rounded tree trunk-like legs. The resemblance of these pillars to organic forms is no coincidence; Sasaki and the architect, Arata Isozaki, were inspired by the way that certain plants adapt to their environment, and they decided to apply these principles to architecture.
  • 33. However, Tristram Carfrae now perceives a swing back towards the structural engineer, through the potential in advancing and extending building information modeling (BIM) and allied techniques, as part of the collaborative design process. Carfrae describes how, historically, structural engineers were essentially trained to be numerate; that it was a form of applied mathematics above all. With previous tools, engineers were licensed to use them only when they've demonstrated an understanding their innards in detail. With the increased complexity of today's tools, that's generally not possible and certainly not scalable. Equally, using contemporary modeling software, engineers can explore situations that they may not have been able to conceive - put simply, situations and processes that can't be drawn. By constantly looking at these judgments on process from different perspectives, informed through collaboration, you should end up with an outcome that is richly imaginative and holistic, yet grounded in testing and modeling.
  • 34. Volker Schmid forscht zu dem Thema der hybriden Bauweise. Sie ermöglicht den Ingenieuren und Architekten eine neue Formensprache Sei es das Paul-Klee-Zentrum in Bern des Architekten Renzo Piano, das schottische Parlament in Edinburgh von Henrique Mirailles oder das Haus für Musik und Musiktheater in Graz - bei all diesen anspruchsvollen Projekten leitete Volker Schmid die Planung der Tragwerke. Und auch bei den überdimensionalen Fußballschuhen, aufgestellt zwischen Kanzleramt und Berliner Hauptbahnhof zur Fußball-Weltmeisterschaft 2006, hatte Volker Schmid die Hände im Spiel. So unterschiedlich diese Bauwerke und Skulpturen sein mögen, ihnen ist gemeinsam, dass es sogenannte Hybridkonstruktionen sind, Konstruktio-nen, bei denen unterschiedliche Materialien miteinander verbunden werden. Beim Paul-Klee-Zentrum zum Beispiel, einem Museumsneubau, wurden wellenförmige Stahlträger auf raffinierte Weise mit Glas und Holz kombiniert. Bei den Fußballschuhen wurde nach dem Sandwichprinzip ein Schaumstoffkern mit Deckschichten aus glasfaserverstärktem Kunststoff verbunden. "Jedes Material hat besondere Eigenschaften und ist deshalb für bestimmte Aufgaben mehr oder weniger gut geeignet", sagt Schmid, der als neuberufener Professor an der TU Berlin das Fachgebiet "Entwerfen und Konstruieren - Verbundstrukturen" leitet und zuvor in London beim international renommierten Ingenieurbüro "Arup" zu dem Thema der hybriden Bauweise forschte. Die Kombination von verschiedensten Materialien ermöglicht es, so zu bauen, dass die Werkstoffe entsprechend ihren Eigenschaften optimal eingesetzt werden. Bauten nur aus Stahl oder Beton gehören der Vergangenheit an. "Die intelligente Kombination unterschiedlicher Werkstoffe zu hybriden Tragwerken führt zu neuen, hocheffizienten Strukturen und einer neuen Formensprache", sagt Volker Schmid. Diese widerspiegelt sich zum Bei-spiel an der Mensa der Universität in Karlsruhe. Hier wurde das Tragwerk aus Holz mit Polyurethan bestrichen, einer gummiartigen wasserabweisenden Schicht, wie sie zur Abdichtung von Betonbrücken verwendet wird. "Holz und Polyurethan sind so noch nie zusammen verwendet worden. Es entstand im Holzbau eine völlig neue Form", sagt Schmid.
  • 35. Guggenheim Museum, Bilbao, 1997, Frank Gehry
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  • 44. Walt Disney Concert Hall, Los Angeles, 2003, Frank Gehry
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  • 48. Fisher Center, Bard College, NY, Frank Gehry, DeSimone, 2004
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  • 50. Museum Marta, Herford, Germany, 2005, Frank Gehry
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  • 54. The renovated Art Gallery of Ontario, Toronto, 2008, Frank Gehry
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  • 58. The Hysolar Institute at the University of Stuttgart, Germany (1988, G. Behnish and Frank Stepper) reflects the spirit of deconstruction, it looks like a picture puzzle of a building - it is a playful open style of building with modern light materials. It reflects a play of irregular spaces like a collage using oblique angles causing the structure to look for order. The building consists of two rows of prefabricated stacked metal containers arranged in some haphazard twisted fashion, together with a structural framework enclosed with sun collectors. The interior space is open at the ends and covered by a sloped roof structure. The bent linear element gives the illusion of an arch with unimportant almost ugly anchorage to the ground.
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  • 61. Cental Station, Oberhausen, Germany, 1996, C. Parade Arch, Ralf Woerzberger Eng.
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  • 66. The M-House, Los Angeles, 2000, Michael Jantzen, Advanced Structures Inc.
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  • 70. UFA Palace, Dresden, Germany, 1999, COOP Himmelblau
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  • 75. Food Theater Cafe, London, UK, 2001, Daniel Libeskind
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  • 77. CHAOTIC ARRANGMENT OF SPATIAL, POLYHEDRAL ELEMENTS
  • 78. allusion of instability for unusual structures The structural design for Beijing's National Stadium was inspired by a bird's nest Unusual buildings and complex sculptures can seem to defy gravity. Arup.com reports on the tricks of the trade that make this happen. “What we want people to ask when they see an unusual building is, ‘how can that possibly stand up?’ “says Arup Sport’s Darren Paine. His extensive experience of designing unusual structures ranges from glass sculptures to sports stadia. Clever application of geometry and materials are the fundamental tricks behind creating an illusion of instability. Whether it’s a small sculpture or a large-scale stadium, the same principles of space, light and materials is needed to create a false impression of weightlessness. Darren says, ‘The only difference between a sculpture and a building is in the detail. With buildings you tend to focus more on what’s on the inside, sculptures are more about what’s on the outside.’ Simple solutions It’s not always the case that unusual form requires complicated facade for Munich’s (Germany) new World Cup football stadium will be able to change colour when completed. This striking innovation requires a homogenous form and a facade clad in one material type. But a seemingly uniform design may need a more complex response. The office building over Charing Cross Station (London, UK) has a conventional outer form, but it needed a careful structural solution so that it could span several platforms. It gets much more challenging when a building needs to look like a work of art and the technological solutions are difficult. Sports stadia can present particular challenges. Unusual structure: interlocking planes on the Serpentine Pavilion 2002 Darren says, ‘When designing stadia, we’re taking creative, non-linear designs, such as those designed for the Serpentine Pavilion (a temporary exhibition space in London, UK) and making them much bigger.‘ There are three generic solutions for roofs on stadia: a design based around a cantilevered roof; a beam technique where the supporting element spans the full width of the stand; or a 3- dimensional system where the material elements and geometry are used to span the full perimeter of the stadium. Inspired by nature Darren believes there is value in looking at art and nature for inspiration to complex design challenges. He says, ‘We can learn a lot from natural solutions in a mixture of ways. In nature, everything exists on a small scale. It’s our job to find out how we can translate these onto a larger structure.’ ‘Our experience puts us in a good position, and I’m confident that we’ll continue to develop challenging designs in the future.’ Darren Paine, Arup Sport The architectural concept for Beijing National Stadium was inspired by a bird’s nest. The venue for the 2008 Olympics - is as much about aesthetic detail on the outside as it is about spectator comfort on the inside. Darren says, ‘We’ve really had to push the more conceptual ideas for this one. The actual seating area is going to be very traditional, but to get there you have to pass through a very chaotic facade that, in engineering terms, is much more challenging to create.’The structure is an interwoven series of beams giving an impression of weightlessness. Careful material selection also plays a part in the illusion. Steel was the natural choice because of its load to weight capacity. Darren says, ‘If you imagine overlapping lollypop sticks so that they interlock to form a star shape, then you get the idea for how we started to think about the venue.’ Changing design He believes that the way we will engineer unusual structures in the future is related to an increased acceptance of unconventional
  • 79. Royal Ontario Museum, 100 Queen's Park, Toronto, Ontario, M5S 2C6, Canada, 2007, Daniel Libeskind, Arup Struct. Eng.
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  • 87. Addition to Denver Art Museum, Denver, USA. 2006, Daniel Libeskind, Arup Eng.
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  • 99. Akron Art Museum, Akron, 2007, Wolf Prix and Helmut Swiczinsky (Himmelblau).
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  • 108. DG Bank, Berlin, Germany 2001, Frank Gehry, Schlaich
  • 109. Science and Technology Museum Shanghai, 2002, RTKL/Arup
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  • 111. Col. H. Weir Cook International Terminal, Indianapolis, 2008, Hellmuth, Obata + Kassabaum (HOK), Thornton-Tomasetti Engineers
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  • 115. New Trade Fair, Rho-Pero, Milan, Italy, 2005, Massimiliano e Doriana Fuksas Architects, Mero GmbH & Co. Schlaich Bergermann und Partner
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  • 125. Zaragoza Bridge Pavilion , 2008, Zaha Hadid, Arup
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  • 128. C Quarters, Doha, Qatar, Chris Lee & Kapil Gupta
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  • 130. Guangzhou Opera House, Guangzhou, Zaha Hadid
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  • 135. A model of the 2012 London Olympic Aquatic Center, Zaha Hadid
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  • 138. Mobile Art Pavillion, Tokyo, 2008, Zaha Hadid, Arup
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  • 144. Mobile Art Pavillion, Hong Kong, 2008, Zaha Hadid
  • 145. Inflatable structural skin, various Norwegian Architects designed a temporary performance space for a world tour, 2009, Ramboll Whitbybird Struct. Eng., ESS/Tectoniks
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  • 152. Proposal Shenzhen Museum of Contemporary Art, Shenzen, 2007, EMERGENT Tom Wiscombe, LCC
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  • 156. Shenzhen Museum of Contemporary Art, Shenzen, 2007, COOP HImmelblau
  • 157. Guangzhou Opera House, China, 2003-, Zaha Hadid Architects
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  • 161. Abu Dhabi called Masdar City, Dubai, Adrian Smith, 2008 project
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  • 163. BMW Welt, Munich, 2007, Coop Himmelblau
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  • 176. Congress Center EUR District, Rome, Italy, 2008, Massimiliano Fuksa
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  • 179. the Giant Group New Pharmaceutical Campus, Shanghai, China, NY Times, 2020, Thom Mayne (Morphosis)
  • 181. Alan House, Los Angeles, 2007, Neil Denari (NMDA)
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  • 183. Porsche Museum, Stuttgart, Germany, 2009, Delugan Meissl
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  • 192. ING-House, Amsterdam, the Netherlands, Meyer en van Schooten , Aronsohn Raadgevende Ingenieurs
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  • 196. BMW Plant Leipzig, Central Building, 2004, Zaha Hadid
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  • 198. University of Cincinnati Rec Center, 2006, Thom Mayne (Morphosis)
  • 199. Phaeno Science Center, Wolfsburg, Germany, 2005, Zaha Hadid
  • 200. Phaeno Science Centre • Wolfsburg, Germany, 2005, Zaha Zadid
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  • 221. MAXXI museum, Rome, Italy, 2009, Zaha Hadid
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  • 223. Abu Dhabi Performing Arts Centre project, Zaha Hadid
  • 224. MAXXI museum, Rome, Italy, 2009, Zaha Hadid
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  • 227. Boston Convention Center, Boston, 2005, Vinoly and LeMessurier
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  • 229. University of Chicago Graduate School of Business, Chicago, 2005, Rafael Vinoly, Thornton-Tomasetti
  • 230. Seattle Central Library, 2005, Rem Koolhaas, Cecil Balmond
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  • 235. Casa da Música, Porto, Portugal 2005, Rem Koolhaas + Arup
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  • 237. Path Terminal, New York, 2009, Santiago Calatrava
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  • 241. Concert Hall , Tenerife, Spain, 2003, Santiago Calatrava,
  • 242. The Milwaukee Art Museum, Milwaukee, Wisconsin, 2001, Santiago Calatrava
  • 243. Lyon Airport, France, 1994, Santiago Calatrava
  • 244. Palau de les Arts, Valencia Opera House, 2005, Santiago Calatrava
  • 245. Ciudad de las Artes. Valencia, Spain, 2002, Santiago Calatrava
  • 246. ING Group Headquarters, Amsterdam, 2002, Meyer en Van Schooten Arch
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  • 248. Kunsthaus Graz, Austria, 2003, Peter Cook und Colin Fournier, Bollinger und Grohmann Eng
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  • 252. Zenith Music Hall, Strasbourg, France, 2008, Massimiliano and Doriana Fuksas
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  • 261. Metropol Parasol, Seville, Spain, 2009, Jürgen Mayer, Arup
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  • 279. IAC Building, New York, 2007, Frank Gehry
  • 280. • Frank O. Gehry's, three building complex (one is clad in metal, one in plaster, one in brick), Neuer Zollhof (1998) in Duesseldorf, Germany, looks like an unstable collage. The walls of the center building have a surface whose shape is much like that of folds of hanging fabric, where the undulating wall is clad in polished stainless steel. It is an example of how computers are required to deal with the complexity of form in designing and building a structure. The architect used the design software Catia to model the distorted and twisted façade walls with window boxes sticking out, which are identical for all three buildings. In contrast to Gehry's Guggenheim Museum in Bilbao where the complex surfaces were formed by skeletons, which were skinned, in the Neuer Zollhof they were solid concrete walls for the middle portion of the building group (but for the 13-story tower concrete frame construction with fill-in masonry walls was used). The walls were constructed from prefab panels (i.e. first Styroform molds, then steel reinforcing and finally concrete) all different from each other using Computer Aided Manufacturing (CAM). In other words, the construction of the houses was approached similar to the production of car bodies or airplane wings.
  • 281.
  • 283.
  • 284.
  • 285. MIT Stata Center, Cambridge, Mass, 2004, Frank Gehry
  • 286.
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  • 289.
  • 290.
  • 291.
  • 292. Experience Music Center, Seattle, 2000, Frank Gehy
  • 293. Project of Berkeley Art Museum, 2008, Toyo Ito
  • 294.
  • 295. New Beijing Planetarium, 2005, AmphibianArc – Nanchi Wang
  • 296.
  • 297.
  • 298.
  • 299.
  • 300. WDR Arcades/Broadcasting House on Wallraff-Platz/Vierscheibenhaus, Cologne, 1996, Gottfried Boehm
  • 301.
  • 302. Prada Boutique Aoyama Tokyo, Tokyo, Japan, 2003, Herzog & de Meuron
  • 303.
  • 304.
  • 305. Tod’s Omotesanto Building, Tokyo, Japan, 1997, Toyo Ito
  • 306.
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  • 311. Zollverein School of Management & Design, Essen, Germany, 2006, SANAA, Sasaki/ Bollinger
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  • 334. Novartis Campus WSJ 158 Sanaa- Building, Basel, Switzerland, 2006, SANAA, Mutsuro Sasaki
  • 335. Mikimoto Building, Tokyo, 2006, Toyo Ito, Mutsuro Sasaki
  • 336.
  • 337.
  • 338. Dafen Art Museum, Shenzhen, 2007, China Urbanus Architecture & Design
  • 339.
  • 340.
  • 342. Ibere Camargo Museum, Porto Alegre, Brazil, 2007, lvaro Siza Vieira
  • 343.
  • 344.
  • 345.
  • 346. National Space Centre (42 m), Leicester, UK, 2001, Nickolas Grimshaw, Arup
  • 347. Fort School, Mumbai, India, Chris Lee & Kapil Gupta
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  • 352.
  • 353.
  • 354. New Museum of Contemporary Art, New York, 2008, Kazuyo Sejima + Ryue Nishizawa / SANAA, Mutsuro Sasaki Struct. Engineer
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  • 375. de Young Museum, San Francisco, CA, 2005, Herzog & de Meuron
  • 376.
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  • 378.
  • 379. Audi Forum, Tokyo –the Iceberg, 2006, Benjamin Warner
  • 380. Creative Media Center (project), Hong Kong, 2008, Daniel Libeskind
  • 381. NordDeutsche Landesbank am Friedrichswall, Hannover, 2002, Behnisch
  • 382. Beekman Tower, New York, 2010, Frang Gehry
  • 383.
  • 384. Novartis Pharma AG, Basel, Frank Gehry, Schlaich
  • 385. High Line (HL) 23, New York, 2009, Neil M. Denari, Desimone Consulting Engineers
  • 386.
  • 387. Tate Modern’s planned extensionTate Modern’s planned extension, London, 2012 Jacques Herzog and Pierre de Meuron
  • 388. Mercedes-Benz Museum, Stuttgart, Germany, 2006, Ben van Berkel & Caroline Bos, Werner Sobek
  • 389.
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  • 400. Parque Biblioteca. EspañaMedellín, Colombia, 2007, Giancarlo Mazzanti Arquitectos
  • 401.
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  • 406.
  • 407. Sendai Mediatheque, 2- 1, Kasuga-machi, Aoba- ku, Sendai-shi 980- 0821, Japan, 2001, Toyo Ito + Mutsuro Sasaki
  • 408. His breakthrough came with the Sendai Mediatheque, a library and exhibition space completed in 2001. Seen from a distance the structure looks like a conventional Modernist glass box rising from one of Sendai’s busy, tree-lined boulevards. The first hint of something out of the ordinary is a series of enormous white latticework tubes that pierce the top of the structure, capped by a delicate steel frame. The tubes seem to be arranged in a loose, almost random pattern, and as you get closer, you realize they extend down through the entire structure, connecting the floors. They not only hold up the building, they house elevators, staircases and mechanical systems. Sunlight, reflected from gigantic, computer-controlled mirrors, spills through them during the day, giving the building an ethereal glow. “The tubes are often compared to trees in a forest,” Mr. Ito told me through a translator as we toured the building. “But they are also like objects in a Japanese garden, where space is created by movement around carefully arranged points, like ponds or stones.” The idea was to free us, both physically and psychologically, from the rigidity of the grid and what it implies — the Cartesian logic, the erasure of individual identity. But the building is not just an isolated experiment. By echoing the forms of the conventional slab buildings around it and aggressively distorting them, the design suggests how the city too could be made more free and more human.
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  • 429. Summershall at MIT, Boston, USA, 2005, Steven Holl
  • 430.
  • 431. Looped Hybrid Housing, Beijing, 2008, Steven Holl
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  • 443. Sliced porosity block, Chengdu, 2008-, Steven Holl
  • 444.
  • 445.
  • 446.
  • 447.
  • 448. CCTV Headquarters and TVCC Building, Beijing, Rem Koolhaas and Ole Scheeren, Arup Eng.
  • 449.
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  • 460.
  • 461.
  • 462. Phare Tower, La Défense, Paris. 2012, Thom Mayne’s (Morphosis, LA)
  • 463.
  • 464. COMPLEX GEOMETRY structure as the primary idea of architecture
  • 465.
  • 466. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  • 467.
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  • 490.
  • 491. National Swimming Center, Beijing, 2008, Herzog de Meuron, Tristram Carfrae (Arup
  • 492.
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  • 511. Tomochi Forestry Hall, Kumamoto, Japan, 2005, Taira Nishizawa Architects
  • 513.
  • 514. Dining Hall Karlsruhe, Hochschule Karlsruhe, 2007, Jürgen Mayer H, ARUP
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  • 540.
  • 541. Caja Vital Kutxa, Vitria, Spain, 2007, Mozas + Aguirre Arquitectos
  • 542.
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  • 547.
  • 548. Belgium Court of Justice, Hasselt, Belgium, 2009, Jürgen Mayer H Architects
  • 549.
  • 550.
  • 551.
  • 552. Landesvertretung NRW, Berlin, 2004, Petzinka Pink Arcitects
  • 553.
  • 554.
  • 555.
  • 556.
  • 557.
  • 558. Glass Cube, Bad Driburg 2007, 3deluxe transdiciplinary design
  • 559.
  • 560.
  • 561. Tama Art University Library, 2007, Toyo Ito, Sasaki Structural Consultants
  • 562.
  • 563.
  • 564.
  • 565. Fabric formwork The natural tension geometries given by formwork fabrics simplify the production of lightweight, high efficiency structural shapes. The formworks themselves are extraordinarily light and very inexpensive. The flexibility of a fabric formwork membrane makes it possible to produce a multitude of architectural and structural designs from a single, reusable mold. The use of permeable formwork membrane fabrics produces improved surface finishes and strength as a result of a filtering action allowing air bubbles and excess mix water to bleed through the formwork membrane. Methods for casting columns, walls, panels, beams, and slabs in both cast-in-place and precast applications have been developed. Cast-in-place and precast fabric- formed columns have been used structurally in Canada and internationally. Fabric formwork products for casting foundation footings and small columns are being manufactured and marketed by Fab-Form Industries of Surrey, B.C. The Centre for Architectural Structures and Technology at the University of Manitoba is the first academic research laboratory engaging in fabric formwork research. Research on fabric formwork technologies invented at C.A.S.T. are being carried out in Chile at its Catholic University of Valparaiso and the "Open City," and in Scotland at the University of Edinburgh. Fabric-formed construction projects have also been carried out in Japan by architect Kenzo Unno, inventor of an elegant cast-in-place fabric- formed wall system.
  • 566. Thin shell structures Molds for lightweight compression shell structures and building components such as thin-shell compression vaults and double curvature wall panels can be made by placing concrete on a hanging sheet of fabric. Pure compression geometries are directly produced by simply inverting the tension- resistant shapes given by the fabric membrane.
  • 567. Concrete Canopy Auditorium and Movie Theater, Saint Cyprien, France, 2008, Serero Architects
  • 568.
  • 569. TECHNOPOLE INNOVIA of Damparis, France , 2008, SERERO Architectes, IOSIS Group.
  • 570.
  • 571.
  • 572.
  • 573. Magic Box, 2008, Jun Ueno of Magic Box Inc
  • 574. Serpentine Gallery 2002, London, England – Toyo Ito + Cecil Balmond
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  • 616. Parc de relaxation, Torrevieja, Alicante Spain, 2005, Toyo Ito , Sasaki
  • 617. Proposal SOMA Ground Zero Mosque NY, 2010
  • 618. The Aluminium Forest, Utrecht, Netherlands, 2001, Micha de Haas
  • 619.
  • 620. For example, the structural engineer Mutsuro Sasaki of Japan conducts experiments on refining the mathematical principles that allow buildings to escape rigid geometric forms and take on more biomorphic shapes. He helped to transform the complex geometries and ideas of architects like Toyo Ito and Arata Isozaki into reality. Similarly, the renowned structural engineer Cecil Balmond of Arup argues that structural engineers must become more intuitive and not just work towards the known; in other words, they must develop a less skeletal but more fluid understanding of structure. He points to the emergence of a new aesthetics of asymmetrical structures that oppose traditional notions of tectonic structures and stability. Structures derive from an animated sense of geometry possibly based on natural forms that are constantly changing that is geometry evolves out of modelling and testing. The organizing geometry of the new aesthetics, however, often is not regular anymore as for typical buildings. It may be random and dynamic as demonstrated, for example, by the Beijing National Stadium (Fig.10.12) and the Beijing National Swimming Center (Fig. 10.13). It is possible now with modelling software that designers can explore forms and situations that they may have not been able to conceive before. Freeform shapes in architecture have become a great engineering challenge.
  • 621. Kaohsiung Stadium in Kaohsiung, Taiwan, 2009,
  • 622.
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  • 624.
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  • 627.
  • 628.
  • 629. Parc « Grin Grin », Island City, Fukuoka, Japan, 2005, Toyo Ito , Sasaki
  • 630. EPFL learning center, Lausanne, Switzerland, 2010, SANAA, Mutsuro Sasaki
  • 631.
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  • 634.
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  • 637.
  • 638. Convention Hall at the Qatar International Exhibition Centre, 2005, Mutsuro Sasaki
  • 639. Proposal for train station, Florence, Italy, 2005, M. Sasaki + Arata Isozaki
  • 640. Enabling collaborations Today, shared Building Information Models (BIM), rather than just physical models, as with Otto’s early projects, allow for feedback and integration between all the building professions, including that of the construction team. Adams Kara Taylor (AKT), a London-based structural and civil engineering firm of 40 people, will engage an architect’s ideas for a project design, but, as engineer Hanif Kara says, they “do not pretend to be the architect.” Key to the firm is teamwork and a constant dialogue with the architect. An in-house mathematics think tank with computational specialists assists teams, and it is common to see five engineers from five countries hunched over one computer as they jointly solve problems. AKT’s nonhierarchical studio encourages creative thinking and innovation, but not at the cost of technical competence, achieving what Kara calls “great engineering rather than bad architecture.” For its work on the Peckham Library in London (2000), with Alsop & Stormer Architects, the concrete-filled steel columns angle to support a cantilevered upper volume. Appearing like an upside down L- shaped volume, the building’s structure freed Alsop from traditional constraints, opening the library’s base to allow for public space. Kara, who worked for Anthony Hunt and also teaches at the Architectural Association in London, engineered Zaha Hadid’s Phaeno Science Center in Germany (2005), where structural redundancy was eliminated so that the walls and concrete slab could combine as a continuous shell to achieve the fluid space the architect desired. Currently, Kara is collaborating on the design with Foreign Office Architects (FOA) of the John Lewis department store in Leicester, England (2007), that will also include retail and a cinema. AKT’s proposed structural design enables FOA to foreground an intricate lacy glass facade by engineering large spans for an atrium, an auditorium, and loading dock areas, in addition to glass walkways through the atrium.
  • 641. Before leaving to form her own firm, at Arup Jane Wernick engineered Hadid’s curvilinear concrete Ski Jump in Bergisel in Innsbruck (2002) and the competition phase of Angelil/Graham/Pfenninger/Scholl’s Portland Aerial Tram in Oregon. Taking into account what Peter Rice taught her when she was at Arup, to “let the architects in on their secrets,” Wernick says she always explains her process at the outset of a project. Among her more notable achievements at Arup, her structural challenge for Marks Barfield Architects’ London Eye ferris wheel (1999) was to design a 500-foot-high structure that moves, but would be stable and strong. Not surprisingly, she found the bicycle wheel, as a tensegrity structure, to be the most economical form. She resolved the structure with landside pylons supporting the wheel at the hub, with the spindle cantilevering out to allow the wheel to be suspended over the Thames River. Although unusual for historic London, the structural spectacle of the Eye has become one of the city’s most exquisite examples of its engineering eminence. Many times, the collaboration between architect and engineer results in buildings where intensified structural patterns emerge from a mathematical or nature-derived basis that is enabled by digital tools to become a kind of “deep decoration.” Tristram Carfrae, of Arup’s Melbourne office, employed the concept of bubble structures for the Watercube National Acquatics Center for the 2008 Beijing Olympics, designed with PTW Architects of Australia. The center’s five pools are enclosed in a structure filled in with ETFE foil cushions—similar to those used at Grimshaw Architects’ Eden Project in England (2001)—that both physically and literally represents a swimming pool. Rather than adopt Frei Otto’s soap bubble investigations from the Munich stadium, Arup explored the connectivity of cellular arrays to combine the surface pattern with the internal structure of a ductile space frame that supports the long-span roof structure. The varied ETFE hexagonal elements resolve both the environmental and structural design in a nonlinear, unified form.
  • 642. Material focus Many engineers are interested in the structure of materials, as well as material-as-structure. The Modernist fascination with glass, in its duality of fragility and strength, in addition to its varying qualities of transparency and translucency, has played a notable part in many engineers’ oeuvre. This can be found in the early work of Peter Rice’s bracketed glass wall systems for the Grand Serres of the Science and Technology Museum in Paris’s Parc de la Villette, with architects Adrien Fainsilber & Associés (1986), to structural glass systems of such contemporary practices as Dewhurst Macfarlane, Schlaich Bergermann und Partner, and Werner Sobek. In June, Rice’s Paris- based firm, RFR, completed the structure for a 460-foot-long toroidal transparent volume to expand the Strasbourg TGV train station, designed by the architect Jean-Marie Duthilleul for the French National Railways. Relying on a slender prestressed-steel structure, the use of cold-formed curved and laminated glass minimizes its presence at the historic station. Working with Seele glass manufacturers, and incorporating solar gain analysis from Stuttgart-based climate engineers Transsolar, the project combines design, structure, and climate engineering in a truly holistic way while resulting in a bubble form at the station. Bollinger & Grohmann, working with Mutsuro Sasaki and Transsolar, devised a transparent sustainable office building in a Minimalist structure for SANAA’s Novartis project in Basel, Switzerland (2007). The extremely thin reinforced-concrete floor slabs supported by structural walls achieved the desired open floor spans, as well as transparency through the rectilinear building. With design assistance from the New York–based facade consultants Front, the translucent building appears as a thinly veiled glass box. New York–based engineer Guy Nordenson, working with Los Angeles architect Michael Maltzan, designed the Ministructure No. 16 in Jinhua City, China, a 1,300-square-foot pavilion in a historic garden. Beginning the design with a concrete structure, the team switched to steel because of the high water table. A hybrid Veirendeel steel structure, accompanied by smaller ladder trusses, resulted in a double-perforated facade that creates an unexpected moiré pattern on the building’s skin.
  • 643. Algorithms and patterns of structure Structural engineers have been doing analysis in 3D for decades, but now they share those models with architects as digital versions of construction drawings. These models now increasingly rely on complex computer-code- based geometrical relationships that require engineers to be as much programmers as designers. Much of this work has resulted from firms designing their own software, such as Happold’s Tensyl for tensile structures or Bollinger & Grohmann’s program for trusses, though Autodesk’s Revit and Bentley’s Generative Components have revolutionized design for many engineers.
  • 644. Algorithmic design processes resulted in the structural maneuvers of Bollinger & Grohmann’s proposed tessilations for Dominique Perrault’s Mariinsky Theatre II in St. Petersburg, Russia (2008). The Mariinsky’s structure is defined by a system of connected steel pyramids, like an asymmetric geodesic dome, filled in with cross ribs that radiate out to support a metal-mesh infill. The shell wrapping the theaters appears like a geode, where structure and skin are combined into one system, similar in theory to the deep decoration found on Arup’s Watercube. Cecil Balmond, one of Arup’s directors, works experimentally with algorithms with architects such as Rem Koolhaas, Daniel Libeskind, and Toyo Ito. Balmond has written a book, Informal (2002), and his projects are currently on view in The Frontiers of Architecture I exhibition at the Louisiana Museum of Contemporary Art, in Denmark, through October. The 2002 Serpentine Pavilion in London expresses many of his concepts most explicitly. Designed with Toyo Ito, the structure was based on twisted squares arranged in circular patterns, connected with their primary lines of force. The overall patterning of the shell, in crossing lines and planes, makes the skin and structure one—more similar in concept to a traditional load-bearing wall than to systems of separate structure and infill. The pavilion is a physical manifestation of an algorithm: Pattern and structure are integrated and become a form. As Balmond says, “The design started with a simple line that was repeated, releasing architecture from structure, rather than trapping architecture through the structure.” Diagonally gridded exterior-structural-skin systems have also become emblematic of his use of structure as pattern, as is the case for the diagrid structural skin of OMA’s CCTV Tower, under construction in Beijing.
  • 645. Nonlinear shaping of structure is dominant in Mutsuro Sasaki’s work in strong collaborations with Toyo Ito and Arata Isozaki, as he believes there is a creative process involved in developing hypotheses regarding a structure’s shape, system, materials, and dimensions. Focusing on form-finding and shape design in curvilinear and organic forms, Sasaki bases designs on principles of self- organization in nature. Using his 3D Extended Evolutionary Structure Optimization (ESO) method, he defines his forms within a collaborative digital model to result in optimized and rational structures. For Ito’s Crematorium, in Kakamigahara Gifu, Japan (2006), the curvilinear reinforced-concrete roof shell, only 7.8 inches thick, was evaluated using Sensitivity Analysis, a systematized method for analyzing curved surfaces to determine an efficient structural shape. As he describes in his 2006 book, Flux Structure, “By means of the repetitive nonlinear analysis procedure it becomes possible to organically comprehend the evolution of structural form in the overall structure from the relationships between its shape and mechanical behavior. hese perspectives in turn shape the future of complex space, as well as suggest the realization of new paradigms for collaboration between design, structure, and environment. The full integration of structural engineering into the process of architecture does not guarantee good architecture or revolutionary space and forms, but enables their potential to exist. Now more than ever, engineers are embracing the natural world and poetically exploiting its logic to realize architecture’s possibilities. As Ove Arup said in his “Key Speech,” the aims of his firm are not “grasped arbitrarily out of the sky or willfully imposed, they are natural and obvious.”

Notes de l'éditeur

  1. Daniel Libeskind
  2. Daniel Libeskind
  3. Jewish Museum, Berlin, 2000, Daniel Libeskind
  4. Jewish Museum, Berlin, 2000, Daniel Libeskind
  5. Felix Nussbaum-Haus, Osnabrueck, Daniel Liebeskind
  6. Felix Nussbaum-Haus, Osnabrueck, 1998, Daniel Liebeskind
  7. Vitra Museum, Weil am Rhein, Germany, 1989, Frank O. Gehry: complex building bodies and irrational arrangement of shapes together with distorted geometry and construction cause an exciting space interaction.
  8. Frank O. Gehry found inspiration in an Arizona canyon, left, for the interior spaces of the offices and classroom tower, left, of the Peter B. Lewis Building, nearing completion on the campus of Case Western Reserve University. The design of the exterior began, as most Gehry buildings do, with highly conceptual sketches drawn by the architect, above.
  9. VITRA FIRE STATION, 1994, WEIL am RHEIN, GERMANY, Zaha Hadid
  10. VITRA FIRE STATION, 1994, WEIL am RHEIN, GERMANY, Zaha Hadid
  11. Twenty-six follies designed by the New York and Paris based deconstructivist architect Bernard Tschumi (1982). The red pavilions have different functions, they are landmarks and also pearls defining the landscape “Parc de la Villette”, Paris.
  12. Bus Stop Aachen, 1998, Peter Eisenman, folded steel structure that resembles a giant’s claw grasping the paving, or the folded steel shelter perches crablike on the square
  13. Bus Stop Aachen, 1998, Peter Eisenman, folded steel structure that resembles a giant’s claw grasping the paving, or the folded steel shelter perches crablike on the square
  14. Bus Stop Aachen, 1998, Peter Eisenman, folded steel structure that resembles a giant’s claw grasping the paving, or the folded steel shelter perches crablike on the square
  15. Bus Stop Aachen, 1998, Peter Eisenman, folded steel structure that resembles a giant’s claw grasping the paving, or the folded steel shelter perches crablike on the square
  16. Bus Stop Aachen, 1998, Peter Eisenman, folded steel structure that resembles a giant’s claw grasping the paving, or the folded steel shelter perches crablike on the square
  17. Bus Stop Aachen, 1998, Peter Eisenman, folded steel structure that resembles a giant’s claw grasping the paving, or the folded steel shelter perches crablike on the square
  18. Bus Stop Aachen, 1998, Peter Eisenman, folded steel structure that resembles a giant’s claw grasping the paving, or the folded steel shelter perches crablike on the square
  19. Bus Stop Aachen, 1998, Peter Eisenman, folded steel structure that resembles a giant’s claw grasping the paving, or the folded steel shelter perches crablike on the square
  20. Bus Stop Aachen, 1998, Peter Eisenman, folded steel structure that resembles a giant’s claw grasping the paving, or the folded steel shelter perches crablike on the square
  21. Guggenheim Museum, Bilbao, 1997, Frank Gehry
  22. Guggenheim Museum, Bilbao, 1997, Frank Gehry
  23. Guggenheim Museum, Bilbao, 1997, Frank Gehry
  24. Guggenheim Museum, Bilbao, 1997, Frank Gehry
  25. Guggenheim Museum, Bilbao, 1997, Frank Gehry
  26. Guggenheim Museum, Bilbao, 1997, Frank Gehry
  27. Fluid architecture by a form active mold
  28. Guggenheim Museum, Bilbao, 1997, Frank Gehry
  29. Guggenheim Museum, Bilbao, 1997, Frank Gehry
  30. Fifteen years in the making, The Walt Disney Concert Hall in downtown Los Angeles prepares for its opening. The concert hall was designed by the architect Frank Gehry, and is expected to open in Oct. 2003.
  31. Frank Gehry's Disney Hall. LA, 2003
  32. Walt Disney Concert Hall, Los Angeles, 2003, Frank Gehry. Swirling forms typical of the concert hall's architect, Frank Gehry
  33. The Walt Disney Concert Hall is the home of the Los Angeles Philharmonic and the Los Angeles Master Chorale. Monica Almeida/The New York Times
  34. Fisher Center, Bard College, NY, Frank Gehry, DeSimone, 2004
  35. Fisher Center, Bard College, NY, Frank Gehry, DeSimone, 2004
  36. MARTa, Herford, 2005, Frank Gehry, Bollinger & Grohmann
  37. Museum Marta, Herford, Germany, 2005, Frank Gehry
  38. Museum Marta, Herford, Germany, 2005, Frank Gehry
  39. The renovated Art Gallery of Ontario, Toronto, 2008, Frank Gehry. It is not a perfect building. Yet its gorgeous billowing glass facade, which evokes a crystal ship drifting through the city, is a masterful example of how to breathe emotional life into a staid old structure.
  40. The renovated Art Gallery of Ontario, Toronto, 2008, Frank Gehry. The new glass facade, swelling out one story over the sidewalk, seems to wrap the building and embrace passersby below. Its faceted glass panels, supported by rows of curved wood beams, evoke the skeleton of a ship’s hull or the ribs of a corset.
  41. The renovated Art Gallery of Ontario, Toronto, 2008, Frank Gehry. The renovated Art Gallery of Ontario, Toronto, 2008, Frank Gehry. The climax arrives in the Gallery Italia, a long narrow sculpture corridor just behind the new glass facade. The entire composition snaps into place. As you watch the figures jostling outside and then turn to the sculptures, urban life and art seem in perfect balance.
  42. The renovated Art Gallery of Ontario, Toronto, 2008, Frank Gehry. A spectacular new spiraling wood staircase rises from the second floor, punching through the glass roof. The staircase leans drunkenly slightly to one side as it rises, and the tilt of the form sets the whole room in motion.
  43. Hysolar Institute, University of Stuttgart, Germany, 1988, G. Behnish and Frank Stepper
  44. Hysolar Institute, University of Stuttgart, Germany, 1988, G. Behnish and Frank Stepper
  45. Cental Station, Oberhausen, Germany, 1996, C. Parade Arch, Ralf Woerzberger Eng.
  46. Für diese Trasse wurde ein zwischen der „Arena Oberhausen“ und dem „Centro“, eine neue Haltestelle errichtet. Diese Haltestelle bildet mit ihrer aufsehenerregenden Architektur, die an die chaotische Anhäufung von Trümmern erinnert, eine Landmarke innerhalb der umgebenden Konsumarchitektur. Rohre und Träger aus Stahl tragen die Dachskulptur. Metallene Dachflächenscheiben und scheinbar schwebende Fassaden aus Glas bilden die Hülle für den Bahnsteig. Unter diesem befindet sich das Kundenzentrum in Massivbauweise.
  47. Cental Station, Oberhausen, Germany, 1996, C. Parade Arch, Ralf Woerzberger Eng.
  48. Cental Station, Oberhausen, Germany, 1996, C. Parade Arch, Ralf Woerzberger Eng.
  49. Cental Station, Oberhausen, Germany, 1996, C. Parade Arch, Ralf Woerzberger Eng.
  50. The M-House, Los Angeles, 2000, Michael Jantzen, Advanced Structures Inc. Los Angeles; This M-House was designed to function as a single private vacation retreat, or in multiple numbers and configurations, as a complete stand alone high tech resort complex. The house can be designed to be self sufficient, powered by alternative energy sources such as the sun and the wind.The M-vironments were developed to accommodate a wide range of markets. With different sizes, shapes, materials, and panel types, the system can be used for exhibit structures, pavilions, play environments for kids, retail spaces, office modules, and many other commercial applications.The structure can be assembled or disassembled by a crew of four in one week.Jantzen built this one-bedroom cottage entirely by himself
  51. The M-House, Los Angeles, 2000, Michael Jantzen, Advanced Structures Inc. Los Angeles; This M-House was designed to function as a single private vacation retreat, or in multiple numbers and configurations, as a complete stand alone high tech resort complex. The house can be designed to be self sufficient, powered by alternative energy sources such as the sun and the wind.The M-vironments were developed to accommodate a wide range of markets. With different sizes, shapes, materials, and panel types, the system can be used for exhibit structures, pavilions, play environments for kids, retail spaces, office modules, and many other commercial applications.The structure can be assembled or disassembled by a crew of four in one week.Jantzen built this one-bedroom cottage entirely by himself
  52. The M-House, Los Angeles, 2000, Michael Jantzen, Advanced Structures Inc. Los Angeles; This M-House was designed to function as a single private vacation retreat, or in multiple numbers and configurations, as a complete stand alone high tech resort complex. The house can be designed to be self sufficient, powered by alternative energy sources such as the sun and the wind.The M-vironments were developed to accommodate a wide range of markets. With different sizes, shapes, materials, and panel types, the system can be used for exhibit structures, pavilions, play environments for kids, retail spaces, office modules, and many other commercial applications.The structure can be assembled or disassembled by a crew of four in one week.Jantzen built this one-bedroom cottage entirely by himself
  53. The M-House, Los Angeles, 2000, Michael Jantzen, Advanced Structures Inc. Los Angeles; This M-House was designed to function as a single private vacation retreat, or in multiple numbers and configurations, as a complete stand alone high tech resort complex. The house can be designed to be self sufficient, powered by alternative energy sources such as the sun and the wind.The M-vironments were developed to accommodate a wide range of markets. With different sizes, shapes, materials, and panel types, the system can be used for exhibit structures, pavilions, play environments for kids, retail spaces, office modules, and many other commercial applications.The structure can be assembled or disassembled by a crew of four in one week.Jantzen built this one-bedroom cottage entirely by himself
  54. UFA Palace Dresden (German Architecture Price 1999), COOP Himmelblau
  55. UFA Palace Dresden (German Architecture Price 1999), COOP Himmelblau
  56. UFA Palace Dresden (German Architecture Price 1999), COOP Himmelblau
  57. UFA Palace Dresden (German Architecture Price 1999), COOP Himmelblau
  58. UFA Palace Dresden (German Architecture Price 1999), COOP Himmelblau
  59. Food Theater Cafe, London, UK, 2001, Daniel Libeskind
  60. Food Theater Cafe, London, UK, 2001, Daniel Libeskind
  61. Royal Ontario Museum, 100 Queen's Park, Toronto, Ontario, M5S 2C6, Canada, 2007, Daniel Libeskind, Arup Struct. Eng.
  62. Royal Ontario Museum, 100 Queen's Park, Toronto, Ontario, M5S 2C6, Canada, 2007, Daniel Libeskind, Arup Struct. Eng.
  63. Royal Ontario Museum, 100 Queen's Park, Toronto, Ontario, M5S 2C6, Canada, 2007, Daniel Libeskind, Arup Struct. Eng.
  64. Royal Ontario Museum, 100 Queen's Park, Toronto, Ontario, M5S 2C6, Canada, 2007, Daniel Libeskind, Arup Struct. Eng.
  65. Royal Ontario Museum, 100 Queen's Park, Toronto, Ontario, M5S 2C6, Canada, 2007, Daniel Libeskind, Arup Struct. Eng.
  66. Royal Ontario Museum, 100 Queen's Park, Toronto, Ontario, M5S 2C6, Canada, 2007, Daniel Libeskind, Arup Struct. Eng.
  67. Royal Ontario Museum, 100 Queen's Park, Toronto, Ontario, M5S 2C6, Canada, 2007, Daniel Libeskind, Arup Struct. Eng.
  68. Royal Ontario Museum, 100 Queen's Park, Toronto, Ontario, M5S 2C6, Canada, 2007, Daniel Libeskind, Arup Struct. Eng.
  69. Addition to Denver Art Museum, Denver, USA. 2006, Daniel Libeskind, Arup Eng.
  70. Addition to Denver Art Museum, Denver, 2006, Daniel Libeskind, Arup Eng.
  71. Addition to Denver Art Museum, Daniel Libeskind, Arup Eng.2006
  72. Addition to Denver Art Museum, Daniel Libeskind, Arup Eng.2006, Inspired by the Rocky Mountains while flying into Denver for his job interview, Libeskind started sketching the building on the back of his boarding pass. The sculptural addition, likened to a piece of origami for its many folds, angles and prows, will house special exhibits and galleries of modern and contemporary art, architecture, design and graphics. The five-level form is a series of spaces defined by nonorthogonal planar walls. There is little repetition and no typical floor.
  73. Addition to Denver Art Museum, Daniel Libeskind, Arup Eng.2006
  74. Addition to Denver Art Museum, Daniel Libeskind, Arup Eng.2006
  75. Addition to Denver Art Museum, Daniel Libeskind, Arup Eng.2006
  76. Addition to Denver Art Museum, Daniel Libeskind, Arup Eng.2006
  77. Addition to Denver Art Museum, Daniel Libeskind, Arup Eng.2006, Libeskind's Museum Residences are on the right.
  78. Addition to Denver Art Museum, Daniel Libeskind, Arup Eng.2006
  79. Addition to Denver Art Museum, Daniel Libeskind, Arup Eng.2006, Sequence 13 had more than 50 sleides to help workers visualize steps, both in 2D (top) and 3D (bottom three) (Images courtesy of LPR)
  80. Virtual Steel Work. 3D digital model for leaning structure included falsework, temporary steel, rigging frames and crane locations. Addition to Denver Art Museum, Daniel Libeskind, Arup Eng.2006
  81. Wolf Prix and Helmut Swiczinsky, the Austrian architects who founded Coop Himmelblau in 1968, have waited an unusually long time for a U.S. debut. It finally arrives next week, when the firm's soaring, audaciously sculptural new wing for the Akron Art Museum opens to the public. Made of steel, glass, concrete and aluminum panels, the $35-million building is attached to the museum's existing home, a Renaissance Revival post office built in 1899, like a spaceship hitched to a locomotive. After all, Coop Himmelblau — German for "Blue-sky Collective," a name that suggests the dreamy nature of its work, if little of its toughness — has had a strong presence in Los Angeles for years. Prix taught for a decade at the Southern California Institute of Architecture and still has close ties there and at Pasadena's Art Center College of Design. He has been a friend and mentor to local architects Thom Mayne and Eric Owen Moss. Coop Himmelblau was hired by the Los Angeles Unified School District, with a push and a donation from Eli Broad, to design a performing arts high school on Grand Avenue. But it won't be ready until next year at the earliest.
  82. The Akron Art Museum, Austrian architecture firm Coop Himmelb(l)au designed the addition, which is made up of soaring glass windows and angular metal forms. The addition attaches to the museum's original building, but as this rendering shows, the new design bears no resemblance to the museum's original home.
  83. Akron Art Museum, Akron, 2007, Wolf Prix and Helmut Swiczinsky (Himmelblau). Post architecture critic Philip Kennicott likens the new building to Transformers, the popular line of robot characters. He writes, "With its metal-mesh encased arms, its chrysalis glass core and its long thorax of aluminum-covered gallery space, [the addition] feels biomorphic and mechanical at the same time."
  84. It is a discombobulated building bristling with space-age energy, operating on different levels and at wild angles," he writes.
  85. This building is Coop Himmelb(l)au first commission in the United States. In 1980, the firm's lead architects wrote a manifesto proclaiming, "Architecture has to be cavernous, fiery, smooth, hard, angular, brutal, round, delicate, colorful, obscene, lustful, dreamy, attracting, repelling, wet, dry and throbbing." Roland Halbe - Roland Halbe
  86. he firm's style is known as "deconstructivist." Writes Kennicott, "It is so "deconstructed" -- whatever that means -- that it feels as if it might well have been a very normal looking building that someone decided to unfold into weird shapes on the drafting table."
  87. The 5-story DG Bank, Berlin, Germany (2001, Frank Gehry; Schlaich, Bergemann und Partners, structural engineers for skylights and interior glass system): In an effort to respect the surrounding architecture on Pariser Platz, which is dominated by the Brandenburg Gate, the building meets the surrounding traditional architecture, but the sculptural drama typical of Gehry's happens intside. Here, Gehry has stuffed the building with an amoeba-like auditorium, that is vaguely like a fish, covered with steel and glass. It is a definitively weird structure. It's as if a glass and chrome tumor erupted in the middle of a bank's grand lobby.
  88. Science and Technology Museum Shanghai, 2002, RTKL/Arup
  89. Science and Technology Museum Shanghai, 2002, RTKL/Arup
  90. Col. H. Weir Cook International Terminal, Indianapolis, 2008, Hellmuth, Obata + Kassabaum (HOK), Thornton-Tomasetti Engineers. The terminal roof is shaped to create a symbolic threshold to the city and state, emanating from the civic plaza. The form is generated by joining the sheltering, centralized shape of an arch with the rise and fall of the building from check-in to departure. The arched roof will shelter the glass walls from the sun and allow sunlight through the skylights. The arching will promote natural cooling, by harnessing the airflow over its surfaces and the roof surface will reflect energy, limit heat gain and channel water for collection. Encompassing high glass walls, the building rises over the plaza to reveal a view of the aircraft apron and the city skyline.
  91. Col. H. Weir Cook International Terminal, Indianapolis, 2008, Hellmuth, Obata + Kassabaum (HOK), Thornton-Tomasetti Engineers. The terminal roof is shaped to create a symbolic threshold to the city and state, emanating from the civic plaza. The form is generated by joining the sheltering, centralized shape of an arch with the rise and fall of the building from check-in to departure. The arched roof will shelter the glass walls from the sun and allow sunlight through the skylights. The arching will promote natural cooling, by harnessing the airflow over its surfaces and the roof surface will reflect energy, limit heat gain and channel water for collection. Encompassing high glass walls, the building rises over the plaza to reveal a view of the aircraft apron and the city skyline.
  92. Col. H. Weir Cook International Terminal, Indianapolis, 2008, Hellmuth, Obata + Kassabaum (HOK), Thornton-Tomasetti Engineers. The terminal roof is shaped to create a symbolic threshold to the city and state, emanating from the civic plaza. The form is generated by joining the sheltering, centralized shape of an arch with the rise and fall of the building from check-in to departure. The arched roof will shelter the glass walls from the sun and allow sunlight through the skylights. The arching will promote natural cooling, by harnessing the airflow over its surfaces and the roof surface will reflect energy, limit heat gain and channel water for collection. Encompassing high glass walls, the building rises over the plaza to reveal a view of the aircraft apron and the city skyline.
  93. Col. H. Weir Cook International Terminal, Indianapolis, 2008, Hellmuth, Obata + Kassabaum (HOK), Thornton-Tomasetti Engineers. The terminal roof is shaped to create a symbolic threshold to the city and state, emanating from the civic plaza. The form is generated by joining the sheltering, centralized shape of an arch with the rise and fall of the building from check-in to departure. The arched roof will shelter the glass walls from the sun and allow sunlight through the skylights. The arching will promote natural cooling, by harnessing the airflow over its surfaces and the roof surface will reflect energy, limit heat gain and channel water for collection. Encompassing high glass walls, the building rises over the plaza to reveal a view of the aircraft apron and the city skyline.
  94. New Trade Fair, Rho-Pero, Milan, Italy, 2005, Massimiliano e Doriana Fuksas Architects, Mero GmbH & Co. Schlaich Bergermann und Partner
  95. New Trade Fair, Rho-Pero, Milan, Italy, 2005, Massimiliano e Doriana Fuksas Architects, Mero GmbH & Co. Schlaich Bergermann und Partner
  96. New Trade Fair, Rho-Pero, Milan, Italy, 2005, Massimiliano e Doriana Fuksas Architects, Mero GmbH & Co. Schlaich Bergermann und Partner
  97. New Trade Fair, Rho-Pero, Milan, Italy, 2005, Massimiliano e Doriana Fuksas Architects, Mero GmbH & Co. Schlaich Bergermann und Partner
  98. New Trade Fair, Rho-Pero, Milan, Italy, 2005, Massimiliano e Doriana Fuksas Architects, Mero GmbH & Co. Schlaich Bergermann und Partner
  99. New Trade Fair, Rho-Pero, Milan, Italy, 2005, Massimiliano e Doriana Fuksas Architects, Mero GmbH & Co. Schlaich Bergermann und Partner
  100. New Trade Fair, Rho-Pero, Milan, Italy, 2005, Massimiliano e Doriana Fuksas Architects, Mero GmbH & Co. Schlaich Bergermann und Partner
  101. Neue Messe Mailand, Mailand, Italien, 2005, Massimiliano Fuksas, Mero, Das VELA-Dach ist mit seiner geometrisch freien Wellenform den Ausstellungshallen angepasst. Seine durchschnittliche Höhe beträgt ca. 16 m. In einigen Bereichen überragt das Dach die Messehallen auf einer Höhe von 26 m, in anderen "fließt" es in Form von Vulkane und Halb-Vulkane bis auf Bodenhöhe herab. Dem Entwurf der Freiformgeometrien liegt ein rhombisches Gitternetzes mit einer Seitenlänge von 1,8 m zugrunde. Um die zum Teil extremen Krümmungen realisieren zu können, teilen zusätzliche diagonale Streben das rhombische Gitternetz bereichsweise in ein Dreiecksraster und garantieren so die notwendige ebene Lagerung der Glasscheiben. Die gesamte Dachstruktur besteht aus ca. 16.000 Knoten und 41.000 Stäben. Durch eine speziell entwickelte Software für die statische Berechnung und Fertigung ist MERO in der Lage die Konstruktion und Ausführung derartiger Strukturen in einem hohen Maß zu automatisieren.
  102. New Trade Fair, Rho-Pero, Milan, Italy, 2005, Massimiliano e Doriana Fuksas Architects, Mero GmbH & Co. Schlaich Bergermann und Partner
  103. New Trade Fair, Rho-Pero, Milan, Italy, 2005, Massimiliano e Doriana Fuksas Architects, Mero GmbH & Co. Schlaich Bergermann und Partner
  104. Zaha Hadid?s Zaragoza Pavilion provided exhibition space and a pedestrian route over the Ebro River. Such were the goals for the combination bridge and building designed by Zaha Hadid Architects that served as the entry pavilion to this past summer’s Zaragoza Expo, in Zaragoza, Spain. The London-based firm was selected through a competition in mid-2005 and proposed a more than 900-foot-long, curvaceous structure, providing both exhibition space and a pedestrian crossing over the Ebro River. The organic and flowing geometry was not a formal response to the client’s competition brief, insists Manuela Gatto, project architect. Instead, its configuration is “contextual,” she says. “It is intended to provide multiple ways to appreciate the river.” The steel bridge spans the Ebro in two sections—one that is about 400 feet long, and another approximately 500 feet long, separated by an island. The shorter section, on the river’s north bank, is made up of three triangular tube trusses, or “pods,” that merge into one toward the opposite bank. Each is a truss that includes a hexagonal box beam at its crown serving as a top chord, and a ship-hull-like deck structure of steel plate serving as the bottom chord. Between the two are parallel ribs connected by orthogonal diagonal members. These “diagrids” resist shear forces and form the substructure for glass-reinforced-concrete facade panels. “It is an interpretation of a traditional timber-covered bridge,” says Kevin Acosta, a civil engineer with Arup, which provided all engineering services on the project.
  105. The pavilion’s hybrid nature added a level of difficulty to the geometrically complex project. For example, it needed to be designed to deflect less under gravity and lateral loads than a typical bridge would. And it included other elements atypical for bridges, such as fireproofing, interior finishes, and mechanical systems. Finding the best places to locate service corridors within the structure for lighting, air-conditioning, and other systems was especially challenging, says Acosta. “These openings reduce the stiffness of the structure and most times require reinforcement around them, adding to the construction complications.” Contractors started foundation work in early 2006, extending piles more than 230 feet deep, because of the poor bearing capacity of the karstic ground below the pavilion. The steel superstructure components, begun about a year later, were fabricated in Spain’s Basque region, in sections as large as road transportation limits would allow. Even so, on-site assembly and erection was labor intensive. “The asymmetric structure was a challenge to put in place,” says Gatto.
  106. Chris Lee & Kapil Gupta, C Quarters, Doha, Qatar. This large mall will be located on the edge of a state-sponsored campus, constructed in Doha, called Education City. The spatial system alludes to the surrounding sand dunes in a series of undulating voids and masses (image 1). The perforations in the structural system (image 2) are abstractions of traditional Islamic architectural elements. Image courtesy Chris Lee Architecture & Urbanism
  107. Chris Lee & Kapil Gupta, C Quarters, Doha, Qatar. This large mall will be located on the edge of a state-sponsored campus, constructed in Doha, called Education City. The spatial system alludes to the surrounding sand dunes in a series of undulating voids and masses (image 1). The perforations in the structural system (image 2) are abstractions of traditional Islamic architectural elements. Image courtesy Chris Lee Architecture & Urbanism  
  108. Guangzhou Opera House, Guangzhou, Zaha Hadid
  109. A model of the London Olympic Aquatic Center, 2004.
  110. A model of the London Olympic Aquatic Center, 2004 by Zaha Hadid.
  111. A digital impression of the framework of the aquatic centre roof; the roof weighs 2,800t and is already being acclaimed as a sculptural masterpiece.
  112. Work has been completed on the 160m-long wave-shaped roof frame of Zaha Hadid’s Aquatics Centre for the London Olympics. Described as one of the “most complex engineering and construction challenges of the Olympic Park ‘big build’” by the Olympic Delivery Authority, the steel roof frame weighs more than 3000 tonnes and stands on only three supports. The roof was fabricated off site and assembled on temporary supports before being lifted and lowered into place. Work will now begin on the aluminium roof covering and timber cladding of the ceiling, which extends out of the building’s interior and over the northern roof supports.
  113. the 'mobile art' pavillion designed by zaha hadid has finished showing in tokyo and will now move to new york. the pavillion designed for fashion icon chanel includes works from 15 contemporary artists who each were asked to create a bag influenced by chanel's 2.55 quilted style bag, celebrating 50 years. the pavillion will be open to visitors at new york's rumsey playfield from october through to november 2008.The Mobile Art Pavilion for Chanel, initially inspired by Chanel’s signature quilted bag and conceived through a system of natural organisation, is also shaped by the functional considerations of the exhibition. However, these further determinations remain secondary and precariously dependent on the overriding formal language of the Pavilion. An enigmatic strangeness has evolved between the Pavilion’s organic system of logic and these functional adaptations arousing the visitor’s curiosity even further. In creating the Mobile Art Pavilion for Chanel, Zaha Hadid has developed the fluid geometries of natural systems into a continuum of fluent and dynamic space where oppositions between exterior and interior, light and dark, natural and artificial landscapes are synthesized. Lines of energy converge within the Pavilion, constantly redefining the quality of each exhibition space whilst guiding movement through the exhibition. The work of selected artists has been commissioned for the exhibition. Hadid created an entire landscape for their work, rather than just an exhibition space. Visitors will be guided through the space using the latest digital technology developed in collaboration with the artists.
  114. Mobile Art pavilion, Zaha Hadid. Engineered in partnership with Arup’s London office, the Chanel Contemporary Art Container meets seemingly conflicting criteria. Its stark white fiber reinforced polymer exterior and 530m2 of interior space are durable enough to handle large crowds, yet Chanel’s traveling pavilion also needed to be sufficiently light and compact to fit into shipping containers for a six-city world tour:
  115. CHANEL Contemporary Art Container, Mobile Art reflects Hadid's aversion to right angles and her ingenious forays into fluid space.
  116. The challenge, Ms. Hadid said, was to create a pavilion that was visually compelling and could be easily transported. The result is a 7,500-square-foot doughnut-shape structure with a central courtyard. Its lightweight panels can be packed in 51 shippable containers. Skylights admit natural light, and computer-generated lighting casts a rainbow of colors around the base of the exterior that glows day and night.
  117. The Pavilion follows the parametric distortion of a torus. In its purest geometric shape, the circular torus is the most fundamental diagram of an exhibition space. The organic shell of the Mobile Art Pavilion is created with a succession of reducing arched segments. As the Pavilion will travel over three continents, this segmentation also gives an appropriate system of partitioning – allowing the Pavilion to be easily transported in separate, manageable elements. Each structural element will be no wider than 2.25 m. The partitioning seams become a strong formal feature of the exterior façade cladding, whilst these seams also create a spatial rhythm of perspective views within the interior exhibition spaces. Structural Engineer: ARUP [London]
  118. A view of the Mobile Art pavilion in Hong Kong.
  119. Various Norwegian Architects designed a temporary performance space for a world tour, 2009, Ramboll Whitbybird Struct. Eng., ESS/Tectoniks contractor, inflatable structural skin; Oslo-based Various Architects proposed a dynamic oval form of 90m x 60m ranging between 10 and 17m in height and covering 3,900sq m. The 2,000sq m performance space was covered by the bicycle wheel roof, with the radial truss supported on 12 columns spaced to frame the five 12m x 7m video screens and support the audiovisual equipment. This was surrounded by the public plaza and the back-of-house areas sited within an inflatable PVC outer skin, braced with a lightweight frame. The five-screen cinematic performance, based on poems by Henrik Ibsen and Mahmoud Darwish, is scheduled to come to London 2009. Stephen Melville is a director at Ramboll Whitbybird and Ross Smith is a design engineer.
  120. Norwegian practice Various Architects have sent us these images of their design for a mobile pavilion, one of three finalists in a competition organised by Yorkshire Forward. The Pavilion uses tried and tested inflatable technology consisting of pressurised tubes in a new and stunning way. The diamond-lattice structure creates a stable 3D superstructure enclosing the project. This adds stability to a series of domed shapes that are a triangulated network of tubes with dual-layer inflated cushions on each side to provide in-plane stiffness. The outer cushion of the volume is translucent, giving the volume visual depth; the inner layer is a white blackout fabric that allows the inner space to be darkened during the day. A 2m x 2m structural flooring grid with adjustable legs provides a stable base for the project. This is weighted down with the two shipping containers the project is transported in, and additional water filled weights to limit the need to transport heavy foundations.
  121. National Stadium of Sports Affairs Council, Toyo Ito & Associates, Kaohsiung, Taiwan, 2009, As in many Ito-designed buildings, the stadium’s architecture and structure are essentially one. Since the arena has little need for full enclosure, a series of massive structural elements, each one clearly articulated and connected to the next, defines the building. The sequence begins with the piles and raft foundations. These support the basements’ reinforced-concrete slabs and walls, which provide lateral stability as well as vertical load distribution. Most of the downward force comes from the concrete saddles above. Interspersed with openings and aligned like vertebrae, these monumental arches create the stadium’s double-decker circulation spine. Their irregular forms—nine different types in the body of the building alone—were made of poured-in-place concrete, as were the shoulder-angled beams supporting the upper seat decks and the roof. Bolted to the saddles and the beams are 159 cantilevered steel trusses. Arranged radially, they extend out over the seats and hold up the roof. Tying the trusses together, 32 oscillating spirals of steel pipe stand out as the exterior’s most distinctive feature. Composed from hollow pieces measuring 13 inches in diameter and 20 feet in length, the tubes were factory made to Ito’s 3D specifications. Once welded together on-site, the pipes take on an entirely new character. Crossing over and under the trusses, they imbue the entire stadium with a sense of movement.
  122. National Stadium of Sports Affairs Council, Toyo Ito & Associates, Kaohsiung, Taiwan, 2009
  123. National Stadium of Sports Affairs Council, Toyo Ito & Associates, Kaohsiung, Taiwan, 2009
  124. National Stadium of Sports Affairs Council, Toyo Ito & Associates, Kaohsiung, Taiwan, 2009
  125. National Stadium of Sports Affairs Council, Toyo Ito & Associates, Kaohsiung, Taiwan, 2009, In addition to their strong visual impact, the coiled steel members act as lateral bracing that holds the framework for the 229,314-square-foot roof. This intricate, scalelike surface shades the spectators with its 6,482 aluminum-framed glazed units. It is also a massive solar collector, as 4,482 of these sections contain pairs of 4-foot-square solar panels. Tempered glass plate of variable length mediates the energy-gathering units’ rigid flat shape and the stadium’s irregular, curved geometry. “Connecting these 2D and 3D elements was extremely difficult,” says L.P. Lin of Fu Tsu Construction. In locations unsuitable for solar-energy collection, the glazing is made entirely of tempered glass. Rubber gaskets smooth out the roof’s plane, while narrow troughs (or gutters) gather rainwater and direct it to underground cisterns supplying the soccer field’s irrigation system. The largest solar-energy-generating stadium in the world, the building produces 1.1 million kilowatt hours annually—many times more energy than it needs. As a result, the system funnels the excess directly to the Taiwan Power Company, eliminating the need for costly and space-consuming storage batteries. When the stadium hosts a major event, it simply buys back extra electricity for lights, air-conditioning, and twin JumboTron screens. Furthermore, according to Fu Tsu Construction, the solar panels are responsible for reducing the building’s CO2 emissions by as much as 660 tons annually.
  126. Shenzhen Museum of Contemporary Art, Shenzen, 2007, EMERGENT Tom Wiscombe, LCC
  127. Proposal Shenzhen Museum of Contemporary Art, Shenzen2007, EMERGENT Tom Wiscombe, LCC
  128. Shenzhen Museum of Contemporary Art, Shenzen2007, EMERGENT Tom Wiscombe, LCC
  129. Shenzhen Museum of Contemporary Art, Shenzen2007, EMERGENT Tom Wiscombe, LCC
  130. The Shenzhen Municipal Planning Bureau has commissioned COOP HIMMELB(L)AU to design the Museum of Contemporary Art & Planning Exhibition in Shenzhen, China. The building complex is assembled of the cut museum cuboid, the steel cone, and the massive base. The structure of the PE-Museum body consists of a spatial triple-layered framework, based on four differently shaped cores and one column of reinforced concrete. Additionally the structure is supported by the steel structure of the cone.Sandwich structureThe three layered spatial framework – Sandwich Structure – allows large cantilevering building components. Compared to a single layered structure, the advantages are a higher static level and the integration of the upper and lower floors in one structure. Only where needed, the upper and lower framework layers are connected through the middle framework.To allow maximum spatial latitude the compound axes are reduced to the very requirements of the structural load-allocation towards the distributing and load-carrying elements (cores).
  131. Guangzhou Opera House, China, 2003-, Zaha Hadid Architects
  132. Guangzhou Opera House, China, 2003-, Zaha Hadid Architects
  133. Guangzhou Opera House, China, 2003-, Zaha Hadid Architects
  134. Guangzhou Opera House, China, 2003-, Zaha Hadid Architects
  135. Abu Dhabi called Masdar City, Dubai, Adrian Smith (previously with SOM), 2008 project
  136. Abu Dhabi called Masdar City, Dubai, Smith (previously with SOM), 2008 project , an interior view of the Masdar complex.
  137. BMW Welt, Munich, 2007, Coop Himmelblau
  138. BMW Welt Munich, 2007, Coop Himmelblau
  139. “Set against a backdrop of hulking factory sheds and 1970s office towers, the BMW Welt, this car company’s fancy new delivery center in Munich, weaves together the detritus of a postwar industrial landscape, imbuing it with a more inclusive spirit,” writes Nicolai Ouroussoff. “Its undulating steel forms, suggesting the magical qualities of liquid mercury, may be the closest yet that architecture has come to alchemy.”
  140. BMW Welt Munich, 2007, Coop Himmelblau
  141. “Designed by Wolf Prix of the Vienna-based architectural firm Coop Himmelb(l)au, BMW Welt — or BMW World — joins an impressive list of high-profile architecture projects by German car companies in recent years, including Zaha Hadid’s BMW factory in Leipzig and UNStudio’s Mercedes-Benz Museum in Stuttgart.”
  142. “Whether from a passion for well-built machines or a more self-serving interest in architecture’s ability to promote an aura of technological sophistication,” Mr. Ouroussoff continues, “the auto companies are underwriting buildings that combine a stunning level of structural refinement with a flair for formal experimentation.”
  143. BMW Welt a futuristic showroom scheduled to open in October, will compete for attention with similar museums at Porsche, Volkswagen, and Mercedes-Benz.
  144. “Its cavernous main hall is packed with restaurants, a cafe and a shop hawking BMW merchandise. Clients arriving at the main showroom to pick up their new cars are handed frothy cappuccinos and led into a small booth where they can try out the car’s special driving features by computer simulation. They then proceed down a grand staircase to a platform lined with BMW cars. As they approach the bottom of the staircase, spotlights light up underneath their car, which begins to rotate on a platform.”
  145. That combination of a bold formal language and a subtle feel for context continues inside, where the interior is conceived as a vast public forum whose centerpiece is the automobile. Mr. Prix claims that the roof is large enough to cover Piazza San Marco in Venice, and at times its steel underbelly, animated with slashes of light, can evoke the fabric canopies that shade traditional bazaars in Middle Eastern cities.”
  146. "An hourglass-shaped events hall grounds the building at one end, its torqued glass-and-steel form evoking a tornado drilling into the earth, sucking up energy from the passing cars. From here, the roof unfolds like a gigantic carpet draped over the main hall. Its curvaceous form billows up at some points and then sags at others, echoing the contours of the nearby park. A vertical band of glass cut into the main facade is set on an axis with the corporate tower across the street, locking the composition into its surroundings.”
  147. “Like many of their contemporaries who came of age in the 1960s and 70s, the Coop Himmelb(l)au designers try to locate the strands in recent history that are worth preserving, and then weave them into a composition of genuine civic stature."
  148. “To emphasize a sense of mystery, the main hall is organized in a slight arc, so that it reveals itself only gradually. Shops line the hall on both sides, while spacious curved walkways crisscross the space overhead. A spiral auto ramp corkscrews through the center of the hall, connecting the main showroom to the street.”
  149. “What unites these various experiences is the flow of cars and people through the space. Visitors spill in from entrances on two floors. New buyers cruise down the ramp in their glistening cars, while pedestrians gaze at them from the elevated walkways. These streams form an intricate pattern, linking man and machine, inside and out. As a result, the structure is imbued with a level of dynamic energy barely imaginable by an earlier generation of Machine Age enthusiasts.”
  150. Congress Center EUR District, Rome, Italy, Massimiliano Fuksa. The building is basically large, 30 meters high, translucent container that extends lengthways. On each side a square opens on to the immediate area and the city. The first converses directly continuously with the local area and can be crossed from viale Europa to viale Shakespeare.The second, a space that can be composed freely using moveable structures, is for welcoming conference participants and accompanying them to the various rooms in the center. Inside this shell, a 3,500 square meter steel and teflon cloud,  suspended above a surface area of 10.000 square meter, is designed to hold a 2.000 square meter auditorium and various meeting rooms. When the cloud, supported by a thick network of steel cables and suspended between the floor and the ceiling of the main conference hall, is lit up, the building seems to vibrate. The construction also changes completely depending on the viewpoint of the observer.
  151. The idea came to me in a very special moment. I was at the seaside, a group of clouds where being blown quickly across the sky by a strong wind. As I looked at the clouds I remembered a dream I had had, which involved constructing a building that had no crystallized form at all."Massimiliano Fuksas
  152. Congress Center EUR District, Rome, Italy, 2008, Massimiliano Fuksa
  153. the Giant Group New Pharmaceutical Campus, Shanghai, China, NY Times, 2020, Thom Mayne (Morphosis)
  154. Alan House, Los Angeles, Neil Denari (NMDA), architect, 2007, 1,050-square-foot addition that capitalized on the neglected backyard, seven feet below street level. From the outside, the new wing resembles a spaceship hovering over the pitched roof of the bungalow. Treads dramatically cantilevered from a wall lead down to a family room, which is framed in exposed structural steel and has a poured concrete floor.
  155. Alan House, Los Angeles, Neil Denari (NMDA), architect, 2007, 1,050-square-foot addition that capitalized on the neglected backyard, seven feet below street level. From the outside, the new wing resembles a spaceship hovering over the pitched roof of the bungalow. Treads dramatically cantilevered from a wall lead down to a family room, which is framed in exposed structural steel and has a poured concrete floor.
  156. Porsche Museum, Stuttgart, Germany, 2009, Delugan Meissl
  157. Porsche Museum, Stuttgart-Zuffenhausen , 2009, Delugan Meissl Arch, LAP Leonhardt, Andrä und Partner. The building consists of two large structures: One is the "Basement“ out of which rise three highly loaded cores which bear the second structure, the "Flyer" that seems to float over the basement. The "Basement" ist a reinforced concrete structure. The waterproof base plate is designed according to the state of the ground partly as combined pile-plate-foundation and partly as raft foundation. The highly loaded cores (max N = 105 MN) with its up to 3.75 m thick base plates are founded on large bored piles. A total of 1,850 large bored piles with a diameter of 1,20 m and a maximum length of 25 m were drilled into the ground. Approx. 2,100 m³ pile-concrete was used.The outer walls of the two underground storeys were constructed in waterproof concrete. The ceilings of the geometrically exigent "Basement" were designed as flat slabs of reinforced concrete, partly with wall-like cantilevers. The walls of the three highly loaded cores had to be made of up to 75 cm with walls due to the extrem loads and exceptional geometry. One of the Y-shaped piers is pretensioned with prestressed braidings. In "Basement" and cores approx. 21,000 m³ concrete were needed.The actual exposition area of the museum is inside the 3-storey "Flyer". For this wide-span structure, a total of 5,000 t steel were needed in a hight of 16 m over the ground. By its complex steel structure, spans of up to 60 m and overhang of up to 45 m were made possible. The extremly high loads of the steel supporting structure are induced in the cores by storey-high steel built-in parts.
  158. Porsche Museum, Stuttgart-Zuffenhausen , 2009, Delugan Meissl Arch, LAP Leonhardt, Andrä und Partner. The building consists of two large structures: One is the "Basement“ out of which rise three highly loaded cores which bear the second structure, the "Flyer" that seems to float over the basement. The "Basement" ist a reinforced concrete structure. The waterproof base plate is designed according to the state of the ground partly as combined pile-plate-foundation and partly as raft foundation. The highly loaded cores (max N = 105 MN) with its up to 3.75 m thick base plates are founded on large bored piles. A total of 1,850 large bored piles with a diameter of 1,20 m and a maximum length of 25 m were drilled into the ground. Approx. 2,100 m³ pile-concrete was used.The outer walls of the two underground storeys were constructed in waterproof concrete. The ceilings of the geometrically exigent "Basement" were designed as flat slabs of reinforced concrete, partly with wall-like cantilevers. The walls of the three highly loaded cores had to be made of up to 75 cm with walls due to the extrem loads and exceptional geometry. One of the Y-shaped piers is pretensioned with prestressed braidings. In "Basement" and cores approx. 21,000 m³ concrete were needed.The actual exposition area of the museum is inside the 3-storey "Flyer". For this wide-span structure, a total of 5,000 t steel were needed in a hight of 16 m over the ground. By its complex steel structure, spans of up to 60 m and overhang of up to 45 m were made possible. The extremly high loads of the steel supporting structure are induced in the cores by storey-high steel built-in parts.
  159. Porsche Museum, Stuttgart-Zuffenhausen , 2009, Delugan Meissl Arch, LAP Leonhardt, Andrä und Partner. The building consists of two large structures: One is the "Basement“ out of which rise three highly loaded cores which bear the second structure, the "Flyer" that seems to float over the basement. The "Basement" ist a reinforced concrete structure. The waterproof base plate is designed according to the state of the ground partly as combined pile-plate-foundation and partly as raft foundation. The highly loaded cores (max N = 105 MN) with its up to 3.75 m thick base plates are founded on large bored piles. A total of 1,850 large bored piles with a diameter of 1,20 m and a maximum length of 25 m were drilled into the ground. Approx. 2,100 m³ pile-concrete was used.The outer walls of the two underground storeys were constructed in waterproof concrete. The ceilings of the geometrically exigent "Basement" were designed as flat slabs of reinforced concrete, partly with wall-like cantilevers. The walls of the three highly loaded cores had to be made of up to 75 cm with walls due to the extrem loads and exceptional geometry. One of the Y-shaped piers is pretensioned with prestressed braidings. In "Basement" and cores approx. 21,000 m³ concrete were needed.The actual exposition area of the museum is inside the 3-storey "Flyer". For this wide-span structure, a total of 5,000 t steel were needed in a hight of 16 m over the ground. By its complex steel structure, spans of up to 60 m and overhang of up to 45 m were made possible. The extremly high loads of the steel supporting structure are induced in the cores by storey-high steel built-in parts.
  160. ING-House, Amsterdam, the Netherlands, Meyer en van Schooten , Aronsohn Raadgevende Ingenieurs . Sitting atop steel legs along a motorway and Thalys high-speed rail line, this bank headquarters looks like a large beetle in shiny glass and anodised aluminium. The immense volume stretches along 136 metres and rises to a maximum height of 48 metres; the V-shaped legs anchor the building. Its steel skeleton sits on beams with a 27-metre span that rest on abutments every 7.3 metres. The building enjoys geothermal climatic autonomy generated by the ventilated double skin façades, the possibility of opening south-facing windows and landscaped atriums at irregular intervals throughout the building.
  161. ING-House, Amsterdam, the Netherlands, Meyer en van Schooten , Aronsohn Raadgevende Ingenieurs
  162. Bus station, Hoofddorp, Netherland, 2003, NIO Arch. Amazing Whale Jaw. 'People often wonder about the building's shape and what it represents, and there are a number of possible answers. A correct answer in architectural terms is that it can be viewed as a large boulder that has been worn away by footsteps and sight lines', Says NIO architecten on the design of The Amazing Whale Jaw. The building is completely made of polystyrene foam and polyester and is, as such, the world's largest structure in synthetic materials (50m x 10m x 5m). The available budget meant that it could never have been created using conventional construction methods.
  163. Bus station, Hoofddorp, Netherland, 2003, NIO Arch. NIO did their homework in testing their unconventional materials against active vandalism from knives, cigarettes, graffiti and so on, but may not have sufficiently anticipated the effect of less willful human wear and tear. Although the building is sculpturally well placed, and protected against vandalism, it does not feel empathetic towards the more benign hospital visitors it is there to serve.
  164. BMW Plant Leipzig, Central Building, 2004, Zaha Hadid
  165. BMW Plant Leipzig, Central Building, 2004, Zaha Hadid
  166. University of Cincinnati Rec Center, 2006, Thom Mayne (Morphosis)
  167. Phaeno Science Center, Wolfsburg, Germany, 2005, Zaha Hadid
  168. Phaeno Science Centre • Wolfsburg, Germany, 2005 Zaha Hadid Architects The Phaeno Science Centre, looking like a huge futuristic concrete-shelled beast escaped from a scene in Star Wars, is situated on a large landscaped square to immediately arouse the curiosity of visitors with its original shapes. On the south façade, 39 prefabricated concrete panels are set over a steel framework.
  169. Phaeno Science Center, 2005, Wolfsburg, Germany, Zaha Hadid
  170. Phaeno Science Center, Wolfsburg, Germany, 2005, Zaha Hadid
  171. Phaeno Science Center, 2005, Wolfsburg, Zaha Hadid
  172. Zaha Hadid Architects, MAXXI museum, Rome, Italy, 2009, “The MAXXI should not be considered just one building - but several. The idea was to move away from the idea of “the museum as an object” and towards the idea of a “field of buildings”. After many studies, our research evolved into the concept of the confluence of lines, where the primary force of the site is the walls that constantly intersect and separate to create both indoor and outdoor spaces. It’s no longer just a museum, but an urban cultural centre where a dense texture of interior and exterior spaces have been intertwined and superimposed over one another. It’s an intriguing mixture of galleries, irrigating a large urban field with linear display surfaces.
  173. “The MAXXI should not be considered just one building - but several. The idea was to move away from the idea of “the museum as an object” and towards the idea of a “field of buildings”. After many studies, our research evolved into the concept of the confluence of lines, where the primary force of the site is the walls that constantly intersect and separate to create both indoor and outdoor spaces. It’s no longer just a museum, but an urban cultural centre where a dense texture of interior and exterior spaces have been intertwined and superimposed over one another. It’s an intriguing mixture of galleries, irrigating a large urban field with linear display surfaces.
  174. Abu Dhabi Performing Arts Centre, Zaha Hadid, the centre,2007 presented to the public, will be 62 metres tall and include five theatres.It appears to be an organic, almost living element given soul by the movement of people.
  175. Zaha Hadid Architects, MAXXI museum, Rome, Italy, 2009, “The MAXXI should not be considered just one building - but several. The idea was to move away from the idea of “the museum as an object” and towards the idea of a “field of buildings”. After many studies, our research evolved into the concept of the confluence of lines, where the primary force of the site is the walls that constantly intersect and separate to create both indoor and outdoor spaces. It’s no longer just a museum, but an urban cultural centre where a dense texture of interior and exterior spaces have been intertwined and superimposed over one another. It’s an intriguing mixture of galleries, irrigating a large urban field with linear display surfaces.
  176. “The MAXXI should not be considered just one building - but several. The idea was to move away from the idea of “the museum as an object” and towards the idea of a “field of buildings”. After many studies, our research evolved into the concept of the confluence of lines, where the primary force of the site is the walls that constantly intersect and separate to create both indoor and outdoor spaces. It’s no longer just a museum, but an urban cultural centre where a dense texture of interior and exterior spaces have been intertwined and superimposed over one another. It’s an intriguing mixture of galleries, irrigating a large urban field with linear display surfaces.
  177. MAXXI museum, Rome, Italy, 2009, Zaha Hadid
  178. Boston Convention Center, Boston, 2005, Vinoly and LeMessurier
  179. Boston Convention and Exhibition Center, Boston, 2005, Rafael Vinoly Arch., LeMessurier Struct. Eng.
  180. University of Chicago Graduate School of Business, Chicago, 2005, Rafael Vinoly, Thornton-Tomasetti
  181. The Seattle Central Library, designed by Rem Koolhaas and Cecil Balmond.
  182. Seattle Central Library, 2005, Rem Koolhaas, Cecil Balmond
  183. Seattle Central Library, 2005, Rem Koolhaas, Cecil Balmond
  184. The Casa da Música in Porto, Portugal, 2005, designed by the Dutch architect Rem Koolhaas + Arup, houses a 1,238-seat performance hall, rehearsal space and recording studios for the Porto National Orchestra.
  185. Polyhedral in shape, the building houses two auditoria and uses glass walls to regulate acoustics. The 1300-seat concert hall and 300-seat multi-use auditorium were carefully designed to cater for all kinds of performance. Silent, sliding seats operate in the main auditorium, whilst the smaller hall has a multi-format, flat floor and no fixed stage.
  186. Path Terminal, New York, 2009, Santiago Calatrava
  187. Path Terminal, New York, Santiago Calatrava
  188. Path Terminal, New York, Santiago Calatrava
  189. Path Terminal, New York, Santiago Calatrava
  190. Santiago Calatrava, Concert Hall (1999-2003), Tenerife, Spain.
  191. The Milwaukee Art Museum, Milwaukee, Wisconsin, 2001, Santiago Calatrava
  192. Lyon Airport, France, 1994, Santiago Calatrava
  193. Palau de les Arts (part of City of Arts and Sciences, which includes an aquarium and a science museum), Valencia Opera House, 2005, Santiago Calatrava – like a surrealistic ocean liner or even gargantuan prehistoric creature cast in stone
  194. Ciudad de las Artes. Valencia, Santiago Calatrava  , Santiago Calatrava
  195. ING Group Headquarters, Amsterdam, 2002, Meyer en Van Schooten Arch
  196. ING Group Headquarters, Amsterdam, 2002, Meyer en Van Schooten Arch
  197. Kunsthaus Graz, Austria, 2003, Peter Cook und Colin Fournier, Bollinger und Grohmann Eng
  198. Museum BTS: Kunsthaus Graz, Austria, 2003, Peter Cook und Colin Fournier, Bollinger und Grohmann Eng. . The Kunsthaus seems to belong firmly in the first category, and yet it does so with a twist: it proclaims its own artistic singularity, yet it is also a high-tech machine offering a flexible environment to its users. Its appearance is highly memorable but it is a malleable one and will always retain an element of surprise: the outer appearance of its skin can, within limits, be changed electronically and its internal spaces constitute a “black box” of hidden tricks to be left in the hands of various curators. Each time one is sucked into the internal cavity of the Kunsthaus by the slow moving travelator reaching up to its belly, one will in effect be exposed to a different spatial and sensorial experience, to a different building.The genealogy of the project’s biomorphic form lies in its designers’ long standing fascination with the animal presence of architecture and in the checkered history of the competition for the Kunsthaus, which was originally intended to inhabit a large cavity within the Schloßberg, the hill standing in the centre of the city. The part adopted by the authors at the time was to line this rocky cavity with an organically shaped membrane filling its complex and rough internal contours and to allow this membrane to protrude out of the mountain and into the city, like the tail or tongue of a dragon. When the location of the museum was changed to its current site along the Mur, the dragon skin found its way across the river, flowed into the irregular geometric boundary of the new site and wrapped itself around the two elevated decks of the museum, forming an environmental enclosure that resembles neither roofs nor walls nor floors but a seamless morphing of the three.The smoothness of the building’s resultant double curved surfaces has gentle and cuddly connotations which, combined with the peculiar nature of its nozzles, its multiple snouts and eyes, have led to the building’s “friendly Alien” nickname. Indeed, the building seeks, through its appearance and modus operandi, to be a friendly institution that is easily accessible to the public and adopted by the people of Graz as a strange but familiar part of the normal life of the city.
  199. Kunsthaus Graz, Austria, 2003, Peter Cook und Colin Fournier, Bollinger und Grohmann Eng
  200. Kunsthaus Graz, Austria, 2003, Peter Cook und Colin Fournier, Bollinger und Grohmann Eng
  201. Zenith Music Hall, Strasbourg, France, 2008, Massimiliano and Doriana Fuksas . It’s the skin that sets this latest Zenith apart. The material, a textile membrane, makes the building a bit like a tent, but in its materialization it fortunately goes beyond that. The membrane gets its form by five steel bars that go all around the façade. Like five hula-hoops. The bars tension the membrane, so that between the hula-hoops the textile shortens to create four extra folds. Very like hula-hoops the bars circle the oval concrete box - that contains the actual music hall - differently to each side. To create a ‘front’ the façade cantilevers, to create a ‘back’ the façade straightens. A very basic form-language that gives the technically all-sided object a simple direction and readability.
  202. With the Zenith near Strasbourg, the architects needed to accommodate 10,000 visitors on a 64-acre site that is being developed as an exposition park. In so doing, the Fuksases sought a dynamism in the form that is based on layered and rotated ellipsoidal steel rings and a poured-in-place-concrete structure wrapped in a vibrantly pumpkin-hued membrane of fiberglass and silicone. The Fuksases designed the steel rings as a series of shifted and overlapping ellipses, creating a dynamic form outside and bold spaces within. The translucent orange envelope, which glows like a large jack-o’-lantern at night, is stretched over five steel rings that encircle the elliptical concrete core enclosing the auditorium. “The tension between the lightweight membrane and the heavy steel-and-concrete structure represents an intentional dualism,” says Massimiliano Fuksas, whose design for the Milan Trade Fair [record, August 2005, page 92], with its undulating glass canopy over a steel armature, explored this notion, albeit with lighter, more attenuated framing members. On the north side of the building, the overlapping ellipses form the lobby area: Here, large, canted steel columns, arrayed around the reinforced-concrete hall, plus intermediate braces, support the tubular elliptical rings. On the south side of the structure, where the space narrows, the braces alone connect the rings to the concrete core. The fireproof membrane of fiberglass with a silicone coating on both sides is composed of 40 pieces of fabric, with each seam of the panel electrically welded, then bracketed and bolted to the ring. Intermediary cables further hold the membrane in place and create the sharp creases in the profile.The roof structure is composed of 22 steel trusses, which radiate from a central hub to the concrete walls of the auditorium and from which catwalks are suspended. Included in that arrangement is a continuous cross beam that spans through the hub from one concrete wall to another
  203. Zenith Music Hall, Strasbourg, France, 2008, Massimiliano and Doriana Fuksas
  204. Zenith Music Hall, Strasbourg, France, 2008, Massimiliano and Doriana Fuksas
  205. Zenith Music Hall, Strasbourg, France, 2008, Massimiliano and Doriana Fuksas
  206. Zenith Music Hall, Strasbourg, France, 2008, Massimiliano and Doriana Fuksas
  207. Zenith Music Hall, Strasbourg, France, 2008, Massimiliano and Doriana Fuksas
  208. Zenith Music Hall, Strasbourg, France, 2008, Massimiliano and Doriana Fuksas
  209. Metropol Parasol", Jürgen Mayer Arch, a redevelopment project by J. Mayer H. for Plaza de la Encarnacion in Seville, Spain is one of the most striking projects I've seen in ages. Amazingly, it's under construction and is expected to be complete this year.
  210. Metropol Parasol, Seville, Spain, 2009, Jürgen Mayer, Arup
  211. Metropol Parasol, Seville, Spain, 2009, Jürgen Mayer, Arup
  212. Metropol Parasol, Seville, Spain, 2009, Jürgen Mayer, Arup
  213. The design is comprised of mushroom-like structures scattered about the site, linked together overhead like an amorphous parasol.
  214. The project includes "an archeological site, a farmers market, an elevated plaza, multiple bars and restaurants underneath and inside the parasols, as well as a panorama terrace on the very top of the parasols."
  215. Metropol Parasol, Seville, Spain, 2009, Jürgen Mayer, Arup
  216. Plaza level and level 3
  217. Arup created a 3d model to better understands the structure. The whole site will be shaded by six enormous “parasols”. These are made from timber plates covering an area of 150 m x 70 m. It will be one of the largest architectural timber structures ever built. Walkways on top of the parasols mean the visitors can enjoy the beautiful views overlooking the historical town centre of Seville.
  218. he Metropol Parasol scheme, with its large mushroom like structures, offers an archeological site, a farmers market, an elevated plaza, multiple bars and restaurants underneath and inside the parasols, as well as a panorama terrace on the very top of the parasols. Thought of as a light wood structure, the parasols grow out of the archeological excavation site into a contemporary landmark. The columns become prominent points of access to the museum below as well as to the plaza and panorama deck above, defining a unique relationship between the historical and the contemporary city.
  219. The project includes "an archeological site, a farmers market, an elevated plaza, multiple bars and restaurants underneath and inside the parasols, as well as a panorama terrace on the very top of the parasols."
  220. The mushroom-like, polyurethane-coated wooden structure will accommodate an archaeological museum in the basement, a covered market at plaza level and on the “parasols” a raised area for events with bars, restaurants and a panorama walkway.
  221. Metropol Parasol, Seville, Spain, 2009, Jürgen Mayer, Arup
  222. Metropol Parasol, Seville, Spain, 2009, Jürgen Mayer, Arup
  223. IAC Building, New York, 2007, Frank Gehry, DeSimone Consulting Engineers. It appears at a gross level to consist of two major levels: A large base of twisted tower-sections packed together like the cells of a bee hive, with a second bundle of lesser diameter sitting on top of the first. The cell units have the appearance of sails skinned over the skeleton of the building. The overall impression is of two very tall stories, which belies its actual 10-story structure.
  224. Dancing house, Prague,1996, Frank Gehry
  225. A rendering of Daniel Libeskind's design for the Creative Media Center in Hong Kong. NY Times, June 22, 2008
  226. Dancing house, Prague,1996, Frank Gehry
  227. MIT's Stata Center in Cambridge, Mass. 2004, Frank Gehry, ts striking design - featuring tilting towers, many-angled walls and whimsical shapes - challenges much of the conventional wisdom of laboratory and campus building.
  228. MIT's Stata Center in Cambridge, Mass. 2004, Frank Gehry, ts striking design - featuring tilting towers, many-angled walls and whimsical shapes - challenges much of the conventional wisdom of laboratory and campus building.
  229. MIT's Stata Center in Cambridge, Mass. 2004, Frank Gehry, ts striking design - featuring tilting towers, many-angled walls and whimsical shapes - challenges much of the conventional wisdom of laboratory and campus building.
  230. MIT's Stata Center in Cambridge, Mass. 2004, Frank Gehry, ts striking design - featuring tilting towers, many-angled walls and whimsical shapes - challenges much of the conventional wisdom of laboratory and campus building.
  231. MIT's Stata Center in Cambridge, Mass. 2004, Frank Gehry, ts striking design - featuring tilting towers, many-angled walls and whimsical shapes - challenges much of the conventional wisdom of laboratory and campus building.
  232. MIT's Stata Center in Cambridge, Mass. 2004, Frank Gehry, ts striking design - featuring tilting towers, many-angled walls and whimsical shapes - challenges much of the conventional wisdom of laboratory and campus building.
  233. MIT's Stata Center in Cambridge, Mass. 2004, Frank Gehry, ts striking design - featuring tilting towers, many-angled walls and whimsical shapes - challenges much of the conventional wisdom of laboratory and campus building.
  234. Experience Music Center, Seattle, 2000, Frank Gehy
  235. Project of Berkeley Art Museum, 2008, Toyo Ito; the three-story structure suggests an intoxicating architectural dance in which the push and pull between solitude and intimacy, stillness and motion, art and viewer never ends. Its contoured galleries, whose honeycomb pattern seems to be straining to contain an untamed world, would make it a magical place to view art. As with all of Mr. Ito’s work, the building’s structural system is not an afterthought but a critical element of the ideas that drive the design. The honeycomb pattern gives the building a remarkable structural firmness, allowing for walls only a few inches thick. Made of steel plates sandwiched around concrete, they will have a smooth, unbroken surface that should underscore the museum’s fluid forms. The tautness of the bent steel should also heighten the sense of tension.
  236. Project of Berkeley Art Museum, 2008, Toyo Ito; the three-story structure suggests an intoxicating architectural dance in which the push and pull between solitude and intimacy, stillness and motion, art and viewer never ends. Its contoured galleries, whose honeycomb pattern seems to be straining to contain an untamed world, would make it a magical place to view art. As with all of Mr. Ito’s work, the building’s structural system is not an afterthought but a critical element of the ideas that drive the design. The honeycomb pattern gives the building a remarkable structural firmness, allowing for walls only a few inches thick. Made of steel plates sandwiched around concrete, they will have a smooth, unbroken surface that should underscore the museum’s fluid forms. The tautness of the bent steel should also heighten the sense of tension.
  237. New Beijing Planetarium, 2005, AmphibianArc – Nanchi Wang To represent the warps and curves of outer space, Wang designed the glass curtain wall with bulges and depressions, marking the entrances with distinctive saddle-shaped curves depicting half of a “wormhole,” the term for a “shortcut” in Einstein’s space-time continuum. (Wang is careful to call his design an analogy, since these phenomena resist direct or literal representation.) He built virtual models of the building using RHINO software, which also enabled their manufacture.
  238. New Beijing Planetarium, 2005, Nanchi Wang
  239. New Beijing Planetarium, 2005, Nanchi Wang
  240. New Beijing Planetarium, 2005, interior – Nanchi Wang
  241. New Beijing Planetarium, 2005, AmphibianArc – Nanchi Wang
  242. WDR Arcades/Broadcasting House on Wallraff-Platz/Vierscheibenhaus, Cologne, 1996, Gottfried BoehmThis buildings hiuses the Radio and television production studios of the largest German broadcasting station. The WDR-Arkaden are architecturally one of the most interesting buildings in Cologne. The shopping arcade was benn designed by Gottfried Böhm. Some people characterise it as some batched container.
  243. WDR Arcades/Broadcasting House on Wallraff-Platz/Vierscheibenhaus, Cologne, 1996, Gottfried BoehmThis buildings hiuses the Radio and television production studios of the largest German broadcasting station. The WDR-Arkaden are architecturally one of the most interesting buildings in Cologne. The shopping arcade was benn designed by Gottfried Böhm. Some people characterise it as some batched container.
  244. Prada Boutique Aoyama Tokyo, Tokyo, Japan,2003, Herzog & de Meuron, Takenaka Corporation. structure: S & RC, 7 Fl. above, 2 Fl. below ground
  245. The Tokyo store is a strikingly unconventional 6-story glass crystal that is soft despite its sharp angles ・as a result of its five-sided shape, the smooth curves throughout its interior, and its signature diamond-shaped glass panes, which vary between flat, concave and convex 澱ubbles・ Jacques Herzog describes these glass panes as 殿n interactive optical device. Because some of the glass is curved, it seems to move as you walk around it
  246. Aoyama, Tokyo 2003, Herzog & de Meuron
  247. Tod’s Omotesanto Building, Tokyo, Japan, 1997, Toyo Ito, network of concrete trees
  248. Tod’s Omotesanto Building, Tokyo, Japan, 1997, Toyo Ito
  249. The concrete structure is composed like the branch of a tree increasing its number and getting thinner as they go up.
  250. Tod’s Omotesanto Building, Tokyo, Japan, 1997, Toyo Ito
  251. Tod’s Omotesanto Building, Tokyo, Japan, 1997, Toyo Ito
  252. Tod’s Omotesanto Building, Tokyo, Japan, 1997, Toyo Ito
  253. The design, a cuboid structural shell, picks up the basic functional and effective idea used by the original Zollverein architects Schupp and SANAAKazuyo Sejima + Ryue Nishizawa, SAPS / Sasaki and Partners, Tokio B+G Ingenieure / Bollinger und Grohmann GmbH, Frankfurt, Zollverein School, Essen, Germany “Our aim was to achieve transparency in the concrete structure.”SANAA The oversized cube, which measures 35 meters by 35 meters and is 35 meters high, reflects the dimensions of the Zollverein mine.
  254. Zollverein School of Management & Design, Essen, SANAA : Kazuyo Sejima + Ryue Nishizawa Das Tragwerk besteht aus Flachdecken, die auf zwei Stahlverbundstützen, den drei Kernen und den Außenwänden aufliegen. Das Gewicht der 50 cm dicken Decken wird dabei mit Verdrängungskörpern (System "bubble-deck") um ca. 30 % reduziert. Die Außenwände haben eine "aktive Wärmedämmung" erhalten. Durch einbetonierte Heizschläuche zirkuliert 30°C warmes Grubenwasser, welches ohnehin von der ehemaligen Kohlenzeche an die Oberfläche gepumpt wird. n the 20th century, the classification of structures according to defined building typologies was central to engineering design. Here Professor Klaus Bollinger, Professor Manfred Grohmann and Oliver Tessmann of design engineers Bollinger + Grohmann challenge this preconception. By considering each structure as an individual case in point with inherently complex behaviour, they move away from the notion of a building being a variant of an established type. They further discuss this mode of working, in relation to their own recent projects, in terms of relevant methods and generative techniques, as well as the respective consequences that it has had on the relationship between force, form and structural performance.
  255. The School of Management and Design is the first new building constructed by SANAA in Europe. The building was completed in summer 2006.
  256. Die Cobiax Flachdecke - internationale PatenteZwischen unterer und oberer Bewehrung verdrängen Bewehrungskörbe mit Kunststoffhohlkörpern aus rezykliertem Kunststoff den Beton dort, wo er die geringste Wirkung erbringt. Die so erzielte Gewichtseinsparung von bis zu 35%, bei gleicher Deckenstärke, wirkt sich positiv auf die ganze Tragwerksstruktur aus und macht, bezogen auf das Gesamtgebäude, substantielle Gewichts- bzw. Materialeinsparungen
  257. Novartis Campus WSJ 158 Sanaa-Building, Basel, Switzerland, 2006, SANAA, Mutsuro Sasaki
  258. Mikimoto Building, Tokyo, 2006, Toyo Ito, Mutsuro Sasaki , he concrete-filled steel walls form both the structure and the envelope
  259. Ginza, Tokyo Toyo Ito, 2005 View On Black
  260. the walls are created using two layers of super-thin steel plate panels, sandwiching 200mm of concrete punctured by 163 openings.
  261. Dafen Art Museum, Shenzhen, 2007, China Urbanus Architecture & Design
  262. Dafen Art Museum, Shenzhen, 2007, China Urbanus Architecture & Design
  263. Dafen Art Museum, Shenzhen, 2007, China Urbanus Architecture & Design
  264. Ibere Camargo Museum, Porto Alegre, Brazil, 2007, lvaro Siza Vieira; the museum has a discreet monumentality that makes it impressive yet approachable. After entering, visitors take an elevator to the top floor, then walk down the spiraling series of ramps. Siza separated exhibition spaces from circulation, creating a double tempo: andante largo for the nine art galleries on three floors, and allegro presto for the movement along the ramps. He provided only a few windows in the circulation spaces, but each opening offers a carefully framed view of the river or the avenue. Using a version of Adolf Loos’s raumplan, he varied the height of gallery floors, then negotiated these differences with the building’s distinctive ramps. The clever sequencing of exhibition spaces on two sides of the central atrium give the building the remarkable impression of being larger inside than outside.
  265. Ibere Camargo Museum, Porto Alegre, Brazil, 2007, lvaro Siza Vieira; the museum has a discreet monumentality that makes it impressive yet approachable. After entering, visitors take an elevator to the top floor, then walk down the spiraling series of ramps. Siza separated exhibition spaces from circulation, creating a double tempo: andante largo for the nine art galleries on three floors, and allegro presto for the movement along the ramps. He provided only a few windows in the circulation spaces, but each opening offers a carefully framed view of the river or the avenue. Using a version of Adolf Loos’s raumplan, he varied the height of gallery floors, then negotiated these differences with the building’s distinctive ramps. The clever sequencing of exhibition spaces on two sides of the central atrium give the building the remarkable impression of being larger inside than outside.
  266. Ibere Camargo Museum, Porto Alegre, Brazil, 2007, lvaro Siza Vieira; the museum has a discreet monumentality that makes it impressive yet approachable. After entering, visitors take an elevator to the top floor, then walk down the spiraling series of ramps. Siza separated exhibition spaces from circulation, creating a double tempo: andante largo for the nine art galleries on three floors, and allegro presto for the movement along the ramps. He provided only a few windows in the circulation spaces, but each opening offers a carefully framed view of the river or the avenue. Using a version of Adolf Loos’s raumplan, he varied the height of gallery floors, then negotiated these differences with the building’s distinctive ramps. The clever sequencing of exhibition spaces on two sides of the central atrium give the building the remarkable impression of being larger inside than outside.
  267. Ibere Camargo Museum, Porto Alegre, Brazil, 2007, lvaro Siza Vieira; the museum has a discreet monumentality that makes it impressive yet approachable. After entering, visitors take an elevator to the top floor, then walk down the spiraling series of ramps. Siza separated exhibition spaces from circulation, creating a double tempo: andante largo for the nine art galleries on three floors, and allegro presto for the movement along the ramps. He provided only a few windows in the circulation spaces, but each opening offers a carefully framed view of the river or the avenue. Using a version of Adolf Loos’s raumplan, he varied the height of gallery floors, then negotiated these differences with the building’s distinctive ramps. The clever sequencing of exhibition spaces on two sides of the central atrium give the building the remarkable impression of being larger inside than outside.
  268. National Space Centre (42 m), Leicester, UK, 2001, Nickolas Grimshaw, Arup
  269. Chris Lee & Kapil Gupta, Fort School, Mumbai, India. Instead of the typical low-rise-block typology, the planning parameters for the school district required a high-density, high-rise block. Five perforated cores (image 5) act as structural elements as well as circulation. The main core is a continuous ramp that forms the main circulation. The structural-concrete diamond-grid facade resists the stresses of the cores. Image courtesy Chris Lee Architecture & Urbanism
  270. Netherlands Embassy, Berlin, 2003, Rem Koolhaas Architects. Structure: Royal Haskoning / Arup Berlin, The trajectory exploits the relationship with the context, river Spree, Television Tower (‘Fernsehturm’), park and wall of embassy residences; part of it is a ‘diagonal void’ through the building that allows one to see the TV Tower from the park.The (slightly over pressurized) trajectory works as a main airduct from which fresh air percolates to the offices to be drawn off via the double (plenum) facade. This ventilation concept is part of a strategy to integrate more functions into one element.This integration strategy is also used with the structural concept. The internal walls adjacent to the trajectory are load bearing beams that cross over each other enough to bring loads down. Hereby big open spaces are created on the lower floors of the building. Load baring – glass – mullions, allowed to fall out in case of a fire while still leaving the superstructure in tact, support the floor slabs where the trajectory meets the facade.
  271. The trajectory is carved out of the cube of the building to explore various relationships with its context - and is clearly legible on the exterior as a sort of emblematic gesture of Dutch openness. By using a system of intersecting load carrying walls, the structure creates dramatic spatial experiences for public areas within the building
  272. The (slightly over pressurized) trajectory works as a main airduct from which fresh air percolates to the offices to be drawn off via the double (plenum) facade. This ventilation concept is part of a strategy to integrate more functions into one element.
  273. This integration strategy is also used with the structural concept. The internal walls adjacent to the trajectory are load bearing beams that cross over each other enough to bring loads down. Hereby big open spaces are created on the lower floors of the building. Load baring glass mullions, allowed to fall out in case of a fire while still leaving the superstructure in tact, support the floor slabs where the trajectory meets the facade.
  274. Dee and Charles Wyly Theatre, REX/OMA, Dallas, Texas, 2009, Structure and Program. When architects from REX/OMA conceived Dallas’s Dee and Charles Wyly Theatre, they envisioned the ultimate flexible performance space. The building is designed so that the theater’s interior can be radically reconfigured by a small crew of stagehands from a proscenium layout to a thrust-stage arrangement or a flat-floor room in just a few hours. Blackout shades can be pulled up to reveal its three facades of glass and to open the chameleonlike, 109-by-94-foot hall to the city. Auxiliary programmatic elements are piled above and below (but mostly above) the ground-level performance chamber to create a 132-foot-tall tower. Instead of the horizontal layout more typical of theaters, functions are stacked “like a giant game of Jenga,” says John Coyne, a principal of Theatre Projects, the Wyly’s theater consultant. An unconventional structure, with no interior or corner columns, allows for the theater’s flexibility, as well as its transparency and verticality. The tower rests on six perimeter supercolumns, four of which incline dramatically, and a perimeter shear wall. A belt truss that spans from levels 4 through 7, augmented by a series of smaller interior trusses, completes the building’s frame
  275. Dee and Charles Wyly Theatre, REX/OMA, Dallas, Texas, 2009, Structure and ProgramThe 132-foot-tall tower rests on six perimeter concrete supercolumns, four of which incline dramatically, and a perimeter concrete shear wall. A belt truss, from levels 4 through 7, augmented by a series of smaller interior trusses, completes the building’s “composite global frame.” Many of the elements in this unconventional system perform dual duty. For example, the raked columns act as belt-truss webs. The result is a ground- floor performance space with no interior columns, 44-foot-deep corner cantilevers, and little perimeter structure, allowing the blurring of audience and stage, inside and out. Above the theater, programmatic elements are stacked like interlocking puzzle pieces. Only one floor, level 7, is continuous.
  276. New Museum of Contemporary Art, New York, New York, Kazuyo Sejima + Ryue Nishizawa / SANAA, Mutsuro Sasaki Struct. Engineer
  277. New Museum of Contemporary Art, New York, New York, Kazuyo Sejima + Ryue Nishizawa / SANAA, Mutsuro Sasaki Struct. Engineer
  278. New Museum of Contemporary Art, New York, New York, Kazuyo Sejima + Ryue Nishizawa / SANAA, Mutsuro Sasaki Struct. Engineer
  279. New Museum of Contemporary Art, New York, New York, Kazuyo Sejima + Ryue Nishizawa / SANAA, Mutsuro Sasaki Struct. Engineer
  280. New Museum of Contemporary Art, New York NY, 2007, Architect, Kazuyo Sejima + Ryue Nishizawa / SANAA, Structural EngineerGuy Nordenson and Associates, The design for the New Museum of Contemporary Art consists of a series of rectangular volumes that shift laterally as they rise. As a result, the only continuous vertical structure is in the central elevator core. The exterior walls are built of a series of shifting trusses that wrap around the east and west facades creating a number of floating corners. These trusses provide all of the setback transfers and the majority of the lateral resisting system of the building. The wall structure is kept to 8in in thickness to allow for minimal overall wall thickness.
  281. The engineers analyzed the structure to understand how it would react to conditions such as gravity loads (above left), or lateral loads from the east (above right). The red members are in compression, while the yellow are in tension. Now that the New Museum on Manhattan’s Lower East Side is complete, and its structure enclosed, there is little evidence of the system that supports the seven-story building that seems to be made up of nothing heavier than precariously stacked cardboard boxes. But here and there, through its expanded metal-mesh facade, and from behind windows, architects Kazuyo Sejima and Ryue Nishizawa of Tokyo-based SANAA have provided an occasional glimpse of a diagonal brace. he diagonals are part of story-deep perimeter trusses devised by engineers Mutsuro Sasaki from Tokyo and New York City–based Guy Nordenson, with the Manhattan office of Simpson Gumpertz & Heger [SGH] as structural engineer of record. These trusses are the primary components of the gravity- and lateral-load-resisting system for the $50 million museum, open since December. By “wrapping forces around corners,” explains Nordenson, the trusses permit the museum’s volumes to shift relative to one another, allow perimeter skylights at setbacks, and provide column-free galleries spanning up to 40 feet. Most of the stacked boxes shift in only one direction relative to the one below. There is an exception, however: The third floor slips diagonally, allowing for skylights at both the west and north edges of the second floor. In the early stages of design, this setback was supported by a truss exposed on the interior that crossed the northwest corner of the gallery. But the condition later seemed out of place to the engineers, so they eliminated the truss and instead used the core and the side truss walls to anchor the cantilevered street-facing wall, creating whaNordenson refers to as the “floating corner.” The team meticulously analyzed the whole structure to understand how to resolve and resist various loads, but this area was particularly challenging. The engineers needed to ensure sufficient strength and stiffness and carefully plan the sequence of construction, says Kevin Poulin, SGH senior project manager. Two levels above this seemingly floating element, another detail gives the impression that the building is made up of little more than paper. Here, the volume housing the fifth-floor education center slides to the north creating an exterior overhang. This level has a stepped slab and a partial raised floor, providing a very practical cavity for computer terminal cabling. But viewed from the exterior, the underside of the overhang seems to be at exactly the same level as the top of the slab, creating the illusion that the building envelope has no thickness. Of course, Sejima and Nishizawa, the architects of the Glass Pavilion at the Toledo Museum of Art, in Ohio, are known for their fascination with lightness and immateriality. Nordenson, also part of the pavilion’s design team, jokes that “Sejima and Nishizawa can never have things too thin.”
  282. de Young Museum, San Francisco, CA, 2005, Herzog & de Meuron Constructed of warm, natural materials, including copper, stone, concrete wood and glass, the architects remind us that the building is also made of shadows, glimmerings, textures and smells. The structure is wrapped in a mottled, embossed and perforated copper skin (thousands of individual copper plates).
  283. Herzog & de Meuron de Young Museum, San Francisco, California (2005) Constructed of warm, natural materials, including copper, stone, concrete wood and glass, the architects remind us that the building is also made of shadows, glimmerings, textures and smells. The structure is wrapped in a mottled, embossed and perforated copper skin (thousands of individual copper plates).
  284. Herzog & de Meuron de Young Museum, San Francisco, California (2005) Constructed of warm, natural materials, including copper, stone, concrete wood and glass, the architects remind us that the building is also made of shadows, glimmerings, textures and smells. The structure is wrapped in a mottled, embossed and perforated copper skin (thousands of individual copper plates).
  285. Herzog & de Meuron de Young Museum, San Francisco, California (2005) Constructed of warm, natural materials, including copper, stone, concrete wood and glass, the architects remind us that the building is also made of shadows, glimmerings, textures and smells. The structure is wrapped in a mottled, embossed and perforated copper skin (thousands of individual copper plates).
  286. Audi Forum Tokyo, “The Iceberg,” 2006, Benjamin Warner
  287. A rendering of Daniel Libeskind's design for the Creative Media Center in Hong Kong. NY Times, June 22, 2008
  288. NordDeutsche Landesbank am Friedrichswall, Hannover, Behnisch; Nord Deutsche Landesbank am Friedrichswall, Hannover, Behnisch The 23-story multiuse tower's stepped-glass profile and giant cantilevers pierce the skyline of the city's Friedrichswall district. In addition to an intriguing appearance, the building features an environmentally innovative design. A soil-heat exchanger in the foundation distributes cool air to upper levels, and a daylight-redirection system is integrated into a glare-eliminating sunshade.
  289. A computer model shows the ridged surfaces of Beekman Tower. New York, 2010, Frang Gehry Mr. Gehry developed the software, now called Digital Project, to produce a sculpture of a diaphanous fish for a Barcelona exposition in 1992 and refined it to specify the titanium panels cloaking his celebrated Guggenheim Museum Bilbao, which opened in 1997. He based it on the three-dimensional software that aerospace companies use. “If they can build airplanes paperless, I think buildings can be built paperless,” Mr. Gehry said. Digital Project works by modeling, in three dimensions, every odd shape an architect envisions and then letting engineers and architects reconcile the shape with a building’s site, ductwork and other features. It shows how one change to a building’s ingredients changes all the others.
  290. A mock-up of Beekman Tower in Lower Manhattan near the Brooklyn Bridge. It is expected to open in 2010.
  291. Novartis Pharma AG, Basel. architecture, Gehry Partners LLP / Los Angeles. engineering, Schlaich Bergermann & Partner / Stuttgart ...
  292. High Line (HL) 23, New York, 2009, Neil M. Denari, Desimone Consulting Engineers
  293. , New York, 2008, Neil M. Denari; Developed by Alf Naman and currently in construction, HL23 is a 14 floor condominium tower that responds to a unique and challenging site directly adjacent to the High Line at 23rd street in New York's West Chelsea Arts district. Partially impacted by a spur from the elevated tracks that make up the High Line superstructure, the site is 40' x 99' at the ground floor. The site and the developer demanded a specific response, yielding a project that is a natural merger between found and given parameters and architectural ambition.
  294. An illustration of Tate Modern’s planned extension, which will feature glass boxes stacked to form a ziggurat. Jacques Herzog and Pierre de Meuron, Tate Modern, the contemporary-art museum in London. The Swiss architecture firm of Jacques Herzog and Pierre de Meuron has taken on the 11-story extension, which will allow the museum to cater to its four million visitors each year. The annex, which resembles glass boxes stacked up arbitrarily to form a 220-foot pyramid, has been designed by the Swiss firm, the same architects who in the late 1990’s turned an abandoned power station on the south bank of the Thames, across from St. Paul’s Cathedral, into Tate Modern.
  295. Mercedes-Benz Museum, Stuttgart, Germany, 2006, Ben van Berkel & Caroline Bos, Werner Sobek The Museum’s sophisticated geometry synthesizes structural and programmatic organizations resulting in a new landmark building celebrating a legendary car. The geometric model employed is based on the trefoil organization. The building’s program is distributed over the surfaces which ascend incrementally from ground level, spiraling around a central atrium. The Museum experience begins with visitors traveling up through the atrium to the top floor from where they follow the two main paths that unfold chronologically as they descend through the building. The two main trajectories, one being the car and truck collection and the other consisting of historical displays called the Legend rooms, spiral downwards on the perimeter of the display platforms, intersecting with each other at several points allowing the visitor to change routes.
  296. The Mercedes-Benz Museum is a widespanning structure in reinforced concrete with three-dimensional elements (Twist, Myth Ramp). Steel compound floor slabs and columns on 9 levels which form a double helix from level 2 upwards. The floor slabs sdpan up to 30 m without columns. Due to the complex geometry, the whole building was planned in 3D. (a continous single surface, six plateaus themselves are level with slowly sloping ramps bridging the height difference) between them.
  297. The Mercedes-Benz Museum is a widespanning structure in reinforced concrete with three-dimensional elements (Twist, Myth Ramp). Steel compound floor slabs and columns on 9 levels which form a double helix from level 2 upwards. The floor slabs sdpan up to 30 m without columns. Due to the complex geometry, the whole building was planned in 3D.
  298. Mercedes-Benz Museum, Stuttgart, 2006, Ben van Berkel & Caroline Bos, Werner Sobek Ingenieure
  299. The new Mercedes-Benz Museum in Stuttgart/Germany is a widespanning structure in reinforced concrete with three-dimensional elements (Twist, Myth Ramp). Steel compound floor slabs and columns on 9 levels which form a double helix from level 2 upwards. The floor slabs span up to 30 m without columns. Due to its complex geometry, the whole building was planned in 3D.
  300. Mercedes-Benz Museum, Stuttgart, 2006, Ben van Berkel & Caroline Bos, Werner Sobek Ingenieure
  301. Mercedes-Benz Museum, Stuttgart, 2006, Ben van Berkel & Caroline Bos, Werner Sobek Ingenieure
  302. Since the library’s completion his ambitions have led to a startling range of new designs. The concave roof segments of his recently (2009) opened Za-Koenji Public Theater in Tokyo, for instance, are vaguely reminiscent of Shinohara’s House Under High-Voltage Lines (1981). But Mr. Ito’s structure is more animated, reflecting the energy of its bustling working-class site. Seen from an elevated rail line that passes directly in front of it, the theater’s uneven tentlike form seems to be a result of the forces colliding around it, like speeding trains and arcane zoning requirements. Inside, a wide elliptical staircase at the back corner of the lobby draws people up through the building. Big porthole windows are carved into its roof and walls. It is a simple, inexpensive building, yet its enigmatic form lingers in the imagination and transforms your perception of the neighborhood around it.
  303. Za-Koenji public theater, Tokyo, 2009, Toyo Ito
  304. Za-Koenji public theater, Tokyo, 2009, Toyo Ito
  305. Parque Biblioteca. EspañaMedellín, Colombia, 2007, Giancarlo Mazzanti Arquitectos; hough the 11,500-square-foot library’s three discrete, boulderlike shapes were informed by the rugged, mountainous terrain, they also help the building stand out from the surrounding neighborhood, emphasizing its monumental scale and muscular stance. The program is simply divided among the three masses: auditorium, library, and community center, which are linked by a rectilinear concrete podium at the main level. The various areas are entered through this “covered public square,” which is topped with a wood deck, connecting the volumes at the next level and offering dramatic views down into the valley through the voids between the faceted mounds.
  306. Parque Biblioteca. EspañaMedellín, Colombia, 2007, Giancarlo Mazzanti Arquitectos; hough the 11,500-square-foot library’s three discrete, boulderlike shapes were informed by the rugged, mountainous terrain, they also help the building stand out from the surrounding neighborhood, emphasizing its monumental scale and muscular stance. The program is simply divided among the three masses: auditorium, library, and community center, which are linked by a rectilinear concrete podium at the main level. The various areas are entered through this “covered public square,” which is topped with a wood deck, connecting the volumes at the next level and offering dramatic views down into the valley through the voids between the faceted mounds.
  307. Parque Biblioteca. EspañaMedellín, Colombia, 2007, Giancarlo Mazzanti Arquitectos; hough the 11,500-square-foot library’s three discrete, boulderlike shapes were informed by the rugged, mountainous terrain, they also help the building stand out from the surrounding neighborhood, emphasizing its monumental scale and muscular stance. The program is simply divided among the three masses: auditorium, library, and community center, which are linked by a rectilinear concrete podium at the main level. The various areas are entered through this “covered public square,” which is topped with a wood deck, connecting the volumes at the next level and offering dramatic views down into the valley through the voids between the faceted mounds.
  308. Parque Biblioteca. EspañaMedellín, Colombia, 2007, Giancarlo Mazzanti Arquitectos; hough the 11,500-square-foot library’s three discrete, boulderlike shapes were informed by the rugged, mountainous terrain, they also help the building stand out from the surrounding neighborhood, emphasizing its monumental scale and muscular stance. The program is simply divided among the three masses: auditorium, library, and community center, which are linked by a rectilinear concrete podium at the main level. The various areas are entered through this “covered public square,” which is topped with a wood deck, connecting the volumes at the next level and offering dramatic views down into the valley through the voids between the faceted mounds.
  309. Parque Biblioteca. EspañaMedellín, Colombia, 2007, Giancarlo Mazzanti Arquitectos; hough the 11,500-square-foot library’s three discrete, boulderlike shapes were informed by the rugged, mountainous terrain, they also help the building stand out from the surrounding neighborhood, emphasizing its monumental scale and muscular stance. The program is simply divided among the three masses: auditorium, library, and community center, which are linked by a rectilinear concrete podium at the main level. The various areas are entered through this “covered public square,” which is topped with a wood deck, connecting the volumes at the next level and offering dramatic views down into the valley through the voids between the faceted mounds.
  310. Parque Biblioteca. EspañaMedellín, Colombia, 2007, Giancarlo Mazzanti Arquitectos; hough the 11,500-square-foot library’s three discrete, boulderlike shapes were informed by the rugged, mountainous terrain, they also help the building stand out from the surrounding neighborhood, emphasizing its monumental scale and muscular stance. The program is simply divided among the three masses: auditorium, library, and community center, which are linked by a rectilinear concrete podium at the main level. The various areas are entered through this “covered public square,” which is topped with a wood deck, connecting the volumes at the next level and offering dramatic views down into the valley through the voids between the faceted mounds.
  311. Parque Biblioteca. EspañaMedellín, Colombia, 2007, Giancarlo Mazzanti Arquitectos; hough the 11,500-square-foot library’s three discrete, boulderlike shapes were informed by the rugged, mountainous terrain, they also help the building stand out from the surrounding neighborhood, emphasizing its monumental scale and muscular stance. The program is simply divided among the three masses: auditorium, library, and community center, which are linked by a rectilinear concrete podium at the main level. The various areas are entered through this “covered public square,” which is topped with a wood deck, connecting the volumes at the next level and offering dramatic views down into the valley through the voids between the faceted mounds.
  312. Another very successful experiment with columns and one of the most elegant and striking designs is the Sendai Mediathèque in Sendai, Miyagi Prefecture in Japan. It was designed by Toyo Ito & Associates in 2001 and employs a remarkable structure system of large hollow tubes that are angled slightly and differently as they rise.
  313. Sendai Mediatheque, 2-1, Kasuga-machi, Aoba-ku, Sendai-shi 980-0821, Japan, Toyo Ito + Mutsuro Sasaki, 2001 The Mediatheque is located on a tree-lined avenue in Sendai, its transparent facade allowing for the revelation of diverse activities that occur within the building. Along this main facade the six 15.75-inch-thin floor slabs seem to be floating within the space connected only by the 13 vertical tube steel lattice columns that rise up from ground floor to roof, similar to the trunks of trees of a forest. The tubes are both structure and vector for light and all of the utilities, networks and systems that allow for technological communication and vertical mobility, including elevators and stairs.  Each vertical shaft varies in diameter and is independent of the facade, allowing for a free form plan which varies from floor to floor.
  314. Sendai Mediatheque, 2-1, Kasuga-machi, Aoba-ku, Sendai-shi 980-0821, Japan, Toyo Ito, 2001 The Mediatheque is located on a tree-lined avenue in Sendai, its transparent facade allowing for the revelation of diverse activities that occur within the building. Along this main facade the six 15.75-inch-thin floor slabs seem to be floating within the space connected only by the 13 vertical tube steel lattice columns that rise up from ground floor to roof, similar to the trunks of trees of a forest. The tubes are both structure and vector for light and all of the utilities, networks and systems that allow for technological communication and vertical mobility, including elevators and stairs.  Each vertical shaft varies in diameter and is independent of the facade, allowing for a free form plan which varies from floor to floor.
  315. Sasaki describes his design for Toyo Ito’s celebrated Sendai Mediatheque as a “breakthrough” for his ideas as a structural engineer.
  316. Sendai Mediatheque, 2-1, Kasuga-machi, Aoba-ku, Sendai-shi 980-0821, Japan, Toyo Ito + Mutsuro Sasaki, 2001
  317. The webbed “columns” and steel sandwich-plate slabs are visible through the clear glass curtain wall.
  318. Sendai Mediatheque, 2-1, Kasuga-machi, Aoba-ku, Sendai-shi 980-0821, Japan, Toyo Ito + Mutsuro Sasaki, 2001
  319. Sendai Mediatheque, 2-1, Kasuga-machi, Aoba-ku, Sendai-shi 980-0821, Japan, Toyo Ito + Mutsuro Sasaki, 2001
  320. Sendai Mediatheque, 2-1, Kasuga-machi, Aoba-ku, Sendai-shi 980-0821, Japan, Toyo Ito + Mutsuro Sasaki, 2001
  321. Sendai Mediatheque, 2-1, Kasuga-machi, Aoba-ku, Sendai-shi 980-0821, Japan, Toyo Ito + Mutsuro Sasaki, 2001
  322. Sendai Mediatheque, 2-1, Kasuga-machi, Aoba-ku, Sendai-shi 980-0821, Japan, Toyo Ito + Mutsuro Sasaki, 2001
  323. Sendai Mediatheque, 2-1, Kasuga-machi, Aoba-ku, Sendai-shi 980-0821, Japan, Toyo Ito + Mutsuro Sasaki, 2001
  324. Summershall at MIT, Boston, USA, 2005, Steven Holl This fall the Canadian Center for Architecture in Montreal put on an exhibition titled “Inside the Sponge,” a no-holds-barred presentation by residents of Mr. Holl’s Simmons Hall dormitory at M.I.T. The 2005 building, designed according to a principle Mr. Holl calls “porosity,” is notorious for its 550 small square windows: nine to 15 per dorm room. Instead of the models, sketches, plans and photographs that are the typical fare of architectural exhibitions, “Inside the Sponge” featured comic strips and films about the pranks and hideaways made possible by the avant-garde structure. Students have complained that the built-in furnishings designed by Mr. Holl are prone to falling apart.
  325. The undergraduate residence is envisioned with the concept of "porosity." It is a vertical slice of city, 10 stories tall and 382' long, providing a 125 seat theater, a night café, and street level dining. The "sponge" concept transforms the building via a series of programmatic and bio-technical functions. The building has five large openings corresponding to main entrances, view corridors, and outdoor activity terraces. Large, dynamic openings are the lungs, bringing natural light down and moving air up. Each of the dormitory's single rooms has nine operable windows. An 18" wall depth shades out the summer sun while allowing the low angled winter sun to help heat the building. At night, light from these windows is rhythmic and magical.
  326. Looped Hybrid Housing, Beijing, 2008, Steven Holl
  327. Looped Hybrid Housing, Beijing, 2008, Steven Holl
  328. Looped Hybrid Housing, Beijing, 2008, Steven Holl
  329. Filmic urban space; around, over and through multifaceted spatial layers, are the central aims of this Hybrid Building complex sited adjacent to the center of Beijing. The aspiration of the developer Modern Group is for an ultra-modern expression of 21st Century ecological urban living. Current development in Beijing is almost entirely “object” and free standing towers. This “city within a city” envisions urban space—as well as all the activities that can support the daily life of over 2500 inhabitants. The 8 towers are linked at the 20th floor by a ring of cafes and services. Focused on the experience of the body passing through spaces, the towers are organized according to movement, timing and sequence generating random city-like relationships.  
  330. Looped Hybrid Housing, Beijing, 2008, Steven Holl
  331. Looped Hybrid Housing, Beijing, Steven Holl, 2003-
  332. Looped Hybrid Housing, Beijing, 2008, Steven Holl
  333. Linked Hybrid, Steven Holl Architects, Beijing, China
  334. Linked Hybrid, Beijing, 2008, Steven Holl Architect; Digitally driven prefabricated construction of the exterior structure of the eight towers allows for “beamless” ceilings.
  335. Looped Hybrid Housing, Beijing, Steven Holl, 2003-
  336. Linked Hybrid, Beijing, 2008, Steven Holl Architect; Digitally driven prefabricated construction of the exterior structure of the eight towers allows for “beamless” ceilings.
  337. Linked Hybrid, Beijing, 2008, Steven Holl Architect; Digitally driven prefabricated construction of the exterior structure of the eight towers allows for “beamless” ceilings.
  338. Sliced porosity block, Chengdu, 2008, Steven Holl; Porous and inviting from every side, five vertical entrances cut through a layer of micro-urban shopping before leading to the elevated public “Three Valley” plaza. A great urban terrace on the scale of Rockefeller Center, this multi-level plaza in the center of the complex is sculpted by stone steps, ramps, trees, and ponds and caters to special events or to a casual afternoon in the sun. Here the public space parallax of overlapping geometries in strict black and white is supercharged by color that glows from the shops positioned underneath the plaza.
  339. Chengdu Complex, 2008- , Steven Holl Architects
  340. Chengdu Complex, 2008- , Steven Holl Architects
  341. Chengdu Complex, 2008- , Steven Holl Architects
  342. Chengdu Complex, 2008- , Steven Holl Architects
  343. CCTV Headquarters and TVCC Building, Beijing, Rem Koolhaas and Ole Scheeren, Arup Eng. he building is formed by two leaning towers, which are bent 90º at the top and bottom to meet in the air forming a continuous ‘tube’. As you can imagine, this is the biggest challenge for the engineers. An apparent diagrid system is used on the external faces of the building in order to make a tubular structure that resists well the important torsion and flexion. You can see that the pattern of diagonals reflects well the distribution of forces on the building’s surface. Two other engineering challenger were that the skyscraper is built in a seismic region, and that the Chinese design codes could not be applied to such a design. It needs a resistance to intensity 8 with peak ground acceleration of 0.2g. The standard systems for engineering gravity and lateral loads in buildings didn’t apply to the CCTV building, which is formed by two leaning towers, each bent 90 degrees at the top and bottom to form a continuous loop.
  344. CCTV Headquarters Building, Beijing, Rem Koolhaas and Ole Scheeren
  345. The CCTV building has a nine-storey base, three-storey basement, two leaning towers that slope at 6° in each direction, and a nine- to 13-storey ‘Overhang’, which is suspended 36 storeys in the air. The building forms an asymmetrical arch, through which will be seen the adjacent Television Cultural Centre (TVCC). Together these two buildings will form the focal point of Beijing’s new Central Business District (CBD). The leaning towers and the interconnecting section created a real challenge in engineering terms and required an innovative approach to make the uniquely-shaped building possible. Before the towers are linked they will be prone to movement influenced by the arc of the sun as it travels through the sky during the day, so not surprisingly construction issues were a key part of the design process and it was of paramount importance that the design take into consideration the way the building would behave in a partially-designed form, and how this would influence the final movement. Staged construction sequencing and extensive structural analyses were undertaken and upper- and lower-bound construction conditions were considered for flexibility once the construction was underway. A braced tube structure provided the solution giving the leaning towers sufficient stiffness during construction and allowing them to be built safely within tight tolerances before they are then connected and propped off each other. The braced tube structure also gives the building the required robustness to withstand possible seismic activity in the area and to provide an extra level of safety. A connection between structure and architecture is a defining element of the building and this is visible in the exterior glass walls of the building, which form irregular geometric patterns that express the external diagrid structure. This connection between structure and architecture continues within the building where the internal landscape changes at each level. The sloping external tube walls and the vertical internal elements, such as supporting columns and the changing distance in floor span, combine to create unique floor configurations - they alter as you move up the building. This not only adds to the interest of the internal space but also complements the functionality of the building, which needs to support the full range of processes involved in TV production. The variable space and the continual loop structure make the building ideal for creating the desired interconnected sequence of activity, and provide a fitting new home for CCTV.
  346. CCTV Headquarters, Beijing, China under construction at November 21, 2005. Photo by Arup.
  347. CCTV Headquarters and TVCC Building, Beijing, Rem Koolhaas and Ole Scheeren, Arup Eng.
  348. CCTV Headquarters and TVCC Building, Beijing, Rem Koolhaas and Ole Scheeren, Arup Eng.
  349. CCTV Headquarters and TVCC Building, Beijing, Rem Koolhaas and Ole Scheeren, Arup Eng.
  350. CCTV Headquarters and TVCC Building, Beijing, Rem Koolhaas and Ole Scheeren, Arup Eng.
  351. One lightning rod in the debate is Rem Koolhaas’s mammoth headquarters for China’s state broadcast authority, CCTV. Mr. Koolhaas suggested at the outset of the project, which he was assigned in 2002, that by the time his tower was completed, China’s censorship of the airwaves might well have changed. (The building is almost finished.), NY Times, June 22, 2008
  352. CCTV Headquarters and TVCC Building, Beijing, Rem Koolhaas and Ole Scheeren
  353. CCTV Headquarters and TVCC Building, Beijing, Rem Koolhaas and Ole Scheeren
  354. Phare Tower, La Défense, Paris. 2012, Thom Mayne’s (Morphosis, LA)
  355. Phare Tower, La Défense, Paris. 2012, Thom Mayne’s (Morphosis, LA)
  356. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  357. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng Its elliptical latticework shell likens it to a gigantic bird's nest.
  358. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  359. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  360. Viewed from a distance, the contrast between the Beijing National Stadium's bent steel columns and its bulging elliptical form gives the it a surreal, moody appearance, as if it were straining to contain the forces pushing and pulling it this way and that.
  361. The architects, Jacques Herzog and Pierre de Meuron, designed a series of cantilevered trusses to support the roof that shades the seats. A secondary pattern of irregular crisscrossing beams is woven through this frame, creating the illusion of a gigantic web of rubber bands straining to hold the building in place.
  362. Beijing National Stadium, Herzog and De Meuron Arch, Arup Eng., The architectural concept for the fixed steel roof of the Beijing National Stadium is “a bird’s nest”. The very irregular nature of the structure meant looking for new methods of designing structural steel sections in order to minimize the weight.
  363. Others argue that their projects will be an emphatic force for social change. The Swiss architect Jacques Herzog has asserted that by supplying acres of public park space to city dwellers in the long term, his Olympic stadium in Beijing, designed with his partner, Pierre de Meuron, “will change radically — transform — the society.” , NY Times, June 22, 2008
  364. Beijing National Stadium, Herzog and De Meuron Arch, Arup Eng., The structural form of the roof is described as a ''nest''. The interwoven structural elements of the facade produce a single surface, upon which further elements are arranged in a chaotic manner to blur the distinction between the primary structure and the secondary structure.The roof is saddle-shaped, and the geometry is developed from a base ellipse of which the major and minor axes are 313 metres and 266 metres respectively. The outer surface of the facade is inclined at approximately 13° to the vertical.
  365. 2.1 Structural Modelling The building’s distinctive façade was conceived in order to disguise the large parallel steel girders required to support the retractable roof that was specified in the original design program. (Lubow, 2006) The geometry of the seemingly random elements was defined using the geometrical constraints dictated by the usage and capacity of the structure (as outlined in section 2.0) and formalized using modeling software designed by Arupsport. (“Beijing,” 2006) In defining the geometry of the structure, lines representing members were extended outward from the projected plan of the athletic field, along the roof and wall surfaces to the ground in one continuous gesture (Figure 3, blue lines). The angles of these lines were planned so that they intersect at ground level in 24 points spaced at regular intervals around the elliptical building footprint. This allows the vertical components of the structural members to be prefabricated in truss-columns of a roughly pyramidal shape (Figures 4 and 5). Conversely, the diagonal lines created by the staircases placed around the perimeter are traced continuously from the ground, along the roof, and down the other side (Figure 3, yellow lines). The remaining infill members balance the aesthetic of the façade (Figure 3, red lines). (Stacey, 2004)
  366. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  367. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  368. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  369. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  370. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  371. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  372. Figure 4: Truss-Column (“Olympic,” 2006), Figure 5: CAD model of truss-column
  373. The pattern for the structure, in addition to forming an interwoven mesh of members, also follows a three-dimensional, undulating form that mirrors the profile of the seating bowl contained within. The constraints of seating 100,000 people round an athletics track and field create an overall elliptical base, and it is this parameter that determines the plan form of the structure. In cross-section the majority of the spectators are contained on the long sides of the track; at the ends of the stadium the seating tiers are smaller. This profile ensures that all the spectators are within the same radius of view from the corners of the field. From these constraints a set of neutral surfaces can be generated for the inner and outer elements of the roof structure. The outer surface is constructed from three principal surfaces:- a toro id patch for the roof surface;- a conical ellipse for the facade surface; and- a radiused fillet between the toroid and the cone.Having defined this surface, the structural members can be projected from their plan geometry on to the three-dimensional surface. The members are classified into a number of different categories, which respect their function within the structure as a whole: - the primary structure, consisting of a series of tangential trusses that intersect to create a three-dimensional space frame structure. This is the only element of the structure that extends out of the neutral surface plane, to create a 12m-deep truss;- the stair-geometry, facade elements defined by the perimeter circulation stairs. These are mapped on to the elevation and then extended across the roof surface;- the radial infill pattern;- additional infill members. Each member of the above groups is formed from a square steel box section. These sections twist and rotate as they cross the surfaces to ensure that the top flange of the member is parallel to the surface in all instances
  374. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  375. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  376. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  377. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  378. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  379. Beijing National Stadium, Herzog and De Meuron Arch, Arup Eng., 2.2 Use of Steel As the continuity of the members from the ground across the roof surface was essential to the aesthetic desired by the architects, steel HSS sections were chosen to allow each ‘stick’ to twist over the curved intersection of the wall and roof to “maintain its outer edge parallel to the façade.” (“National”, 2004) Hollow structural sections (HSS) are strong in torsion, a property essential to members that are subjected to the eccentric loading experienced at the rounded intersection of the roof and wall. Using computer software, Arup designed the structure to be assembled in prefabricated segments of multiple intertwined HSS components, which were connected on site using welded joints (Figure 6). On-site welding always poses a challenge, as gaining full strength in the joint requires rigorous attention to on-site conditions. The welders faced two main challenges. “One is the rigorous temperature requirement: it should be 19 plus or minus 4 degrees Celsius. The other is that the welding joints amount to as many as 128 with a combined seam length of some 600 meters. (“Steel”, 2006) However, the welded joints provide a smooth appearance, creating the illusion of continuity between all the prefabricated segments. Steel’s high strength-to-weight ratio provides further advantages due to the large spans inherent in the construction of a sports arena, as the roof structure must be cantilevered from the exterior walls to avoid interior columns which obstruct spectator views. This issue was magnified in the case of the National Stadium, as the retractable roof placed a very large load at the center of the roof structure (i.e. at the far end of the roof cantilever) which is located in an earthquake zone. Ironically, the retractable roof was eliminated from the project scope due to budget cuts. This, however, created a structure that is much more efficient in its material use. In all, approximately 40 000 tons of steel were used, a reduction from the approximately 80 000 tons estimated for the original design. (Lubow, 2006)
  380. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  381. Beijing National Stadium, 2008, Herzog and De Meuron Arch, Arup Eng
  382. National Swimming Center, Beijing, 2008, Herzog de Meuron, Tristram Carfrae of Arup structural engineers
  383. National Swimming Center, Beijing, 2008, Herzog de Meuron, Tristram Carfrae of Arup structural engineers
  384. With a steel framework of seemingly random polyhedrons covered in soft plastic pillows, the center, known as the Water Cube and home to the swimming and diving events at the Olympics beginning this week, “really looks like nothing else in the world,” said Tristram Carfrae, the structural engineer who designed it. “It’s a box made of bubble. That’s an appropriate image, for the inspiration for Mr. Carfrae’s design originated with a problem about aggregations of bubbles — in other words, foams — posed by the great British physicist William Thomson, Lord Kelvin. Lord Kelvin studied foams to try to understand the “ether,” the medium through which he and others thought light propagated. In his work he wondered what would be the most efficient foam — how space could be partitioned into cells of equal volume that would have the least surface area. True bubbles were not the answer, of course, because there would be gaps between the spheres. The answer Kelvin came up with used 14-sided polyhedrons. Kelvin conjectured that his solution was the best possible one, although he offered no mathematical proof. And for more than a century, physicists and mathematicians tried without success to devise a solution using polyhedrons of less surface area. Then in 1993, Denis Weaire and Robert Phelan, physicists at University College Dublin, answered the problem using two polyhedrons, one of 14 sides and one of 12, that nest together in groups of eight. Their computations showed that it had about 0.3 percent less surface area than Lord Kelvin’s solution — the equivalent of beating him by a mile. It is this Weaire-Phelan structure that Mr. Carfrae used as the basis for the Water Cube. But it is not as if Mr. Carfrae had dabbled in foam physics and had been aware of the Kelvin problem. “I knew nothing of this area at all,” confessed Mr. Carfrae, a principal with the firm Arup. “But from an architectural perspective we were very keen to end up with a building that had some connection with water.” So in the course of researching waves, icebergs, mists and the like, he came across foams and, ultimately, Weaire and Phelan’s work. “It was not like anything I’d seen before in the world of structural engineering,” Mr. Carfrae said. There was no guarantee that it would make a good structure for a building, though, so it took much computer analysis to determine how it would work. And it took the labor-intensive Chinese construction industry to fabricate the structure from more than 22,000 steel beams. Just as Mr. Carfrae was not specifically looking for the Weaire-Phelan structure when he found it, Weaire and Phelan were not looking to solve the Kelvin problem when they did, said Dr. Weaire, now an emeritus professor at the university. “That would not have been a very fruitful thing to do to advance one’s career,” he said. So, as Dr. Weaire put it, they were “playing around on the fringes” of the problem, looking at alternative structures as part of what for Dr. Weaire was a career-long investigation into the science of foams. In their work they were aware of clathrates, naturally occurring cagelike clusters of atoms that trap other atoms within them. So, using what was then new software developed by Kenneth A. Brakke at Susquehanna University, they decided to evaluate clathrate structures in relation to the Kelvin problem, Dr. Weaire said. They were stunned to discover that one particular structure, when translated into polyhedrons and run through the software, had lower surface area than Kelvin’s solution. “It was a bit like a hole in one in golf,” Dr. Weaire said. “From a crystallographer’s point of view this structure wasn’t new,” he added. But using it to beat Kelvin’s solution was. Dr. Weaire is not a mathematician, and though he tediously created actual foams one bubble at a time to try to show that his structure was the definitive solution, he could not prove it. In fact, said Thomas C. Hales, a mathematician at the University of Pittsburgh, a proof of the Kelvin problem will probably not come for years. Dr. Hales should know. In 1998 he proved a similar problem, the so-called Kepler conjecture, on the close packing of spheres, or, put more informally, the best way to pack balls in a box. “The Kepler problem sounds very easy,” Dr. Hales said. “But that proof relied on computers, it was 300 pages long, and used 40,000 lines of custom computer code.” The Kelvin problem is far more complex. “The problem is to show that this is the very best of all possibilities,” he said, “and the possibilities are mind boggling.” Given the enormous computing resources that would be required to solve it, some scientists say a proof will not come for a century. In the meantime, the Weaire-Phelan solution is doing just fine in Mr. Carfrae’s building. It turns out that the structure is very flexible and thus efficient at absorbing seismic energy, which is good given China’s history of earthquakes. Mr. Carfrae’s major modification was to use a diagonal section through the Weaire-Phelan structure, as if cutting through a block of foam at a 60-degree angle, rather than adopting the structure straight-on. It is that decision that most impressed Dr. Weaire. “That’s what gives it its random appearance,” he said. “Only if you look carefully do you see that it’s a repeating pattern. “That was just the masterstroke,” he added. “I’d love to think that I suggested that to him, but he did that entirely on his own.”
  385. National Swimming Center, Beijing, 2008, Herzog de Meuron, Tristram Carfrae of Arup structural engineers
  386. National Swimming Center, Beijing, Arup Arch and Eng., The Beijing National Swimming Centre, better known as the 'Water Cube', Arup Arch and Eng., will be one of the most dramatic and exciting venues to feature sporting events for the 2008 Olympics.The structure of the Water Cube is based on the most effective sub-division of three-dimensional space - the fundamental arrangement of organic cells and the natural formation of soap bubbles. The random-looking structure is based on the formation of soap bubbles – the most efficient sub-division of three-dimensional space.
  387. The National Swimming Center in Beijing marks a new beginning in design thinking. This new thinking has been spurned on by one question: “How does structure fill space?” The structure of the Water Cube is based on the most effective sub-division of three-dimensional space - the fundamental arrangement of organic cells and the natural formation of soap bubbles. It will be clad in ETFE foil cushions which have excellent insulation properties and will create a greenhouse effect.Arup based the structural design on Weaire and Phelan’s (Irish Professors of Physics at Trinity College) proposed solution to the problem of “What shape would soap bubbles in a continuous array of soap bubbles be?” This problem was both initially posed and tentatively answered by Lord Kelvin at the end of the 18th century but it was 100 years before the Irish Professors proposed a better one.
  388. National Swimming Center, Beijing, 2008, Herzog de Meuron, Tristram Carfrae of Arup structural engineers
  389. Our ‘Watercube’ concept is a simple and concise square form that ultimately uses the water bubble theory to create the structure and building cladding, and which makes the design so unique. It appears random and playful like a natural system, yet is mathematically very rigorous and repetitious. The transparency of water, with the mystery of the bubble system, engages those both inside and out of the structure to consider their own experiences with water,” says Andrew Frost, Director of Sydney-based design firm PTW. The skin’s material is just as innovative, its structural properties made possible by a lightweight and transparent Teflon called ETFE. The particular species of Teflon is designed to react to changing light conditions, which will create stunning visual effects for both visitors to the Watercube and to millions of TV spectators.
  390. Professor Weaire and his research assistant Dr Phelan at Trinity College, Dublin, that provided us with the answer for the Water Cube. The curious thing about Weaire Phelan foam is that, despite its complete regularity, when viewed at an arbitrary angle it appears to be random and organic.       To construct the geometry of the structure of our building, we start with an infinite array of foam (oriented in a particular way) and then carve out a block equal to the size of our building – 177 x 177 x 31 cubic metres. The three major internal volumes are subtracted from this foam block and the result is the geometry of the structure. The structure is then clad with ETFE pillows inside and out to achieve the desired organic look and to work as an efficient insulated greenhouse.       So, in searching for the most efficient way of subdividing space, we found a structure based on the geometry of soap bubbles, and clad with plastic pillows that look like bubbles. And inside, all the water of a swimming centre! We were confident that we had a winning scheme; our next challenge was to convey the idea accurately to the judges.       We decided to build an accurate physical model of all 22,000 structural elements and 4,000 (different) cladding panels. The only way to do this seemed to be Rapid Prototyping machinery, commonly used in the manufacturing and automobile industries. It took us many weeks to learn enough about the CAD modelling and the data translation required just to make the structural model. With two days left, the structural model was flown from Melbourne to Beijing, where it was joined to a handmade plastic skin (we just couldn’t draw all the different pillow shapes in time), and the model was complete. In July 2003, we were announced as the winners of the competition and
  391. National Swimming Center, Beijing, 2008, Herzog de Meuron, Tristram Carfrae of Arup structural engineers
  392. National Swimming Center, Beijing, 2008, Herzog de Meuron, Tristram Carfrae of Arup structural engineers
  393. National Swimming Center, Beijing, 2008, Herzog de Meuron, Tristram Carfrae of Arup structural engineers
  394. National Swimming Center, Beijing, 2008, Herzog de Meuron, Tristram Carfrae of Arup structural engineers
  395. National Swimming Center, Beijing, 2008, Herzog de Meuron, Tristram Carfrae of Arup structural engineers
  396. National Swimming Center, Beijing, 2008, Herzog de Meuron, Tristram Carfrae of Arup structural engineers
  397. National Swimming Center, Beijing, 2008, Herzog de Meuron, Tristram Carfrae of Arup structural engineers
  398. National Swimming Center, Beijing, 2008, Herzog de Meuron, Tristram Carfrae of Arup structural engineers
  399. National Swimming Center, Beijing, 2008, Herzog de Meuron, Tristram Carfrae of Arup structural engineers
  400. he official swimming facility of the 2008 Olympics in Beijing, China, will span 7.8 acres, house five pools, and seat 17,000 spectators, yet it doesn’t contain a single steel cable, concrete column or structural beam. Instead its walls and ceilings are composed of a network of slender steel pipes linked together by 12,000 load-bearing nodes. These nodes evenly distribute the weight of the building, making it strong enough to withstand Beijing’s most severe earthquakes. A plastic Teflon-like foil—just eight one-thousandths of an inch thick—covers the entire structure like skin. It lets in more light and heat than glass does, helping to keep the pools warm and slashing energy costs by 30 percent. Construction wraps up this year with the official opening scheduled for the Summer Olympics.
  401. National Swimming Center, Beijing, Arup Arch and Eng. Arup based the structural design on Weaire and Phelan’s (two Irish Professors of Physics at Trinity College) proposed solution to the problem of “what shape would soap bubbles in a continuous array of soap bubbles be?” This problem was both initially posed and tentatively answered by Lord Kelvin at the end of the nineteenth century but it was 100 years before the Irish Professors proposed a better one. Tristram Carfrae, Arup’s team leader notes: “We realized that a structure based on this unique geometry would be highly repetitive and buildable whilst appearing very organic and random. Indeed such space filling patterns are regularly observed in biological cells and mineral crystals, they are probably the most common structure in nature. Also the ductile space frame that is generated from this geometry is ideally suited to the seismic conditions found in Beijing.”
  402. Taira Nishizawa Architects, Tomochi Forestry Hall, Kumamoto, Japan (2005): A combined public gymnasium and meeting hall, the building was commissioned as part of Kumamoto Prefecture’s Artpolis program. For this forestry town, Nishizawa was required to build with cedar. He overcame the material’s inherent weakness by devising a hybrid structure, incorporating an irregular wood truss with a light-gauge-steel frame that supports a glazed enclosure. Photo © Hiroshi Ueda
  403. Floating Pavilion, Groningen, Netherland, 1996, Fumihico Maki; The Floating Pavilion is a multi-purpose structure designed to stage a variety of experimental productions. As the pavilion is pulled by tugboat from city to suburb, it supports a wide range of plays, musical festivals, and poetry recitations. Unlike a typical fixed structure, the stage and double spiral canopy evoke a multitude of images as they move through the landscape, simultaneously shifting itself and shifting the image of its surroundings.
  404. Floating Pavilion, Groningen, Netherland, 1997, Fumihico Maki; the floating pavillion is corroding at the Gideonweg, Groningen 
  405. Dining Hall Karlsruhe, Hochschule Karlsruhe, 2007, Jürgen Mayer H, ARUP GmbH. The new refectory for students of the FH, PH and KA Karlsruhe is situated close to the Schlossplatz in the centre of the city. The building is to be used as a refectory only during term-time. An integrated cafeteria will also be open at other times. The building is a flat, slanted cube on a trapezoidal floor plan. The exterior dimensions are approx. 49to 55 x 40m. The flat and partly landscaped roof area slopes by approx. 9° and has been designed as a “fifth“ facade. The load-bearing structure of the façade and the roof emerge as dominant, apparently ‚random’ lines and thus give the building a very distinctive appearance. The building has 1½ storeys, the main areas of use being located on the ground floor. An inserted gallery level, accessed by stairs, makes use of the high refectory room. There is a direct access to the roof terrace from this level. This layout allows for an optimal accommodation of the building services to supply the kitchen areas below. The structural framework consists of an interior reinforced concrete construction enveloped by an innovative wood construction. This wood construction is made of insulated hollow boxes consisting of laminated wood, laminated veneer lumber and plywood panels. The construction with its optimized building physics is protected from the weather by way of PUR-coating.
  406. Dining Hall Karlsruhe, Hochschule Karlsruhe, 2007, Jürgen Mayer H, ARUP GmbH. The new refectory for students of the FH, PH and KA Karlsruhe is situated close to the Schlossplatz in the centre of the city. The building is to be used as a refectory only during term-time. An integrated cafeteria will also be open at other times. The building is a flat, slanted cube on a trapezoidal floor plan. The exterior dimensions are approx. 49to 55 x 40m. The flat and partly landscaped roof area slopes by approx. 9° and has been designed as a “fifth“ facade. The load-bearing structure of the façade and the roof emerge as dominant, apparently ‚random’ lines and thus give the building a very distinctive appearance. The building has 1½ storeys, the main areas of use being located on the ground floor. An inserted gallery level, accessed by stairs, makes use of the high refectory room. There is a direct access to the roof terrace from this level. This layout allows for an optimal accommodation of the building services to supply the kitchen areas below. The structural framework consists of an interior reinforced concrete construction enveloped by an innovative wood construction. This wood construction is made of insulated hollow boxes consisting of laminated wood, laminated veneer lumber and plywood panels. The construction with its optimized building physics is protected from the weather by way of PUR-coating.
  407. Dining Hall Karlsruhe, Hochschule Karlsruhe, 2007, Jürgen Mayer H, ARUP GmbH. The new refectory for students of the FH, PH and KA Karlsruhe is situated close to the Schlossplatz in the centre of the city. The building is to be used as a refectory only during term-time. An integrated cafeteria will also be open at other times. The building is a flat, slanted cube on a trapezoidal floor plan. The exterior dimensions are approx. 49to 55 x 40m. The flat and partly landscaped roof area slopes by approx. 9° and has been designed as a “fifth“ facade. The load-bearing structure of the façade and the roof emerge as dominant, apparently ‚random’ lines and thus give the building a very distinctive appearance. The building has 1½ storeys, the main areas of use being located on the ground floor. An inserted gallery level, accessed by stairs, makes use of the high refectory room. There is a direct access to the roof terrace from this level. This layout allows for an optimal accommodation of the building services to supply the kitchen areas below. The structural framework consists of an interior reinforced concrete construction enveloped by an innovative wood construction. This wood construction is made of insulated hollow boxes consisting of laminated wood, laminated veneer lumber and plywood panels. The construction with its optimized building physics is protected from the weather by way of PUR-coating.
  408. Dining Hall Karlsruhe, Hochschule Karlsruhe, 2007, Jürgen Mayer H, ARUP GmbH. The new refectory for students of the FH, PH and KA Karlsruhe is situated close to the Schlossplatz in the centre of the city. The building is to be used as a refectory only during term-time. An integrated cafeteria will also be open at other times. The building is a flat, slanted cube on a trapezoidal floor plan. The exterior dimensions are approx. 49to 55 x 40m. The flat and partly landscaped roof area slopes by approx. 9° and has been designed as a “fifth“ facade. The load-bearing structure of the façade and the roof emerge as dominant, apparently ‚random’ lines and thus give the building a very distinctive appearance. The building has 1½ storeys, the main areas of use being located on the ground floor. An inserted gallery level, accessed by stairs, makes use of the high refectory room. There is a direct access to the roof terrace from this level. This layout allows for an optimal accommodation of the building services to supply the kitchen areas below. The structural framework consists of an interior reinforced concrete construction enveloped by an innovative wood construction. This wood construction is made of insulated hollow boxes consisting of laminated wood, laminated veneer lumber and plywood panels. The construction with its optimized building physics is protected from the weather by way of PUR-coating.
  409. Dining Hall Karlsruhe, Hochschule Karlsruhe, 2007, Jürgen Mayer H, ARUP GmbH. The new refectory for students of the FH, PH and KA Karlsruhe is situated close to the Schlossplatz in the centre of the city. The building is to be used as a refectory only during term-time. An integrated cafeteria will also be open at other times. The building is a flat, slanted cube on a trapezoidal floor plan. The exterior dimensions are approx. 49to 55 x 40m. The flat and partly landscaped roof area slopes by approx. 9° and has been designed as a “fifth“ facade. The load-bearing structure of the façade and the roof emerge as dominant, apparently ‚random’ lines and thus give the building a very distinctive appearance. The building has 1½ storeys, the main areas of use being located on the ground floor. An inserted gallery level, accessed by stairs, makes use of the high refectory room. There is a direct access to the roof terrace from this level. This layout allows for an optimal accommodation of the building services to supply the kitchen areas below. The structural framework consists of an interior reinforced concrete construction enveloped by an innovative wood construction. This wood construction is made of insulated hollow boxes consisting of laminated wood, laminated veneer lumber and plywood panels. The construction with its optimized building physics is protected from the weather by way of PUR-coating.
  410. Dining Hall Karlsruhe, Hochschule Karlsruhe, 2007, Jürgen Mayer H, ARUP GmbH. The new refectory for students of the FH, PH and KA Karlsruhe is situated close to the Schlossplatz in the centre of the city. The building is to be used as a refectory only during term-time. An integrated cafeteria will also be open at other times. The building is a flat, slanted cube on a trapezoidal floor plan. The exterior dimensions are approx. 49to 55 x 40m. The flat and partly landscaped roof area slopes by approx. 9° and has been designed as a “fifth“ facade. The load-bearing structure of the façade and the roof emerge as dominant, apparently ‚random’ lines and thus give the building a very distinctive appearance. The building has 1½ storeys, the main areas of use being located on the ground floor. An inserted gallery level, accessed by stairs, makes use of the high refectory room. There is a direct access to the roof terrace from this level. This layout allows for an optimal accommodation of the building services to supply the kitchen areas below. The structural framework consists of an interior reinforced concrete construction enveloped by an innovative wood construction. This wood construction is made of insulated hollow boxes consisting of laminated wood, laminated veneer lumber and plywood panels. The construction with its optimized building physics is protected from the weather by way of PUR-coating.
  411. Dining Hall Karlsruhe, Hochschule Karlsruhe, 2007, Jürgen Mayer H, ARUP GmbH. The new refectory for students of the FH, PH and KA Karlsruhe is situated close to the Schlossplatz in the centre of the city. The building is to be used as a refectory only during term-time. An integrated cafeteria will also be open at other times. The building is a flat, slanted cube on a trapezoidal floor plan. The exterior dimensions are approx. 49to 55 x 40m. The flat and partly landscaped roof area slopes by approx. 9° and has been designed as a “fifth“ facade. The load-bearing structure of the façade and the roof emerge as dominant, apparently ‚random’ lines and thus give the building a very distinctive appearance. The building has 1½ storeys, the main areas of use being located on the ground floor. An inserted gallery level, accessed by stairs, makes use of the high refectory room. There is a direct access to the roof terrace from this level. This layout allows for an optimal accommodation of the building services to supply the kitchen areas below. The structural framework consists of an interior reinforced concrete construction enveloped by an innovative wood construction. This wood construction is made of insulated hollow boxes consisting of laminated wood, laminated veneer lumber and plywood panels. The construction with its optimized building physics is protected from the weather by way of PUR-coating.
  412. Dining Hall Karlsruhe, Hochschule Karlsruhe, 2007, Jürgen Mayer H, ARUP GmbH. The new refectory for students of the FH, PH and KA Karlsruhe is situated close to the Schlossplatz in the centre of the city. The building is to be used as a refectory only during term-time. An integrated cafeteria will also be open at other times. The building is a flat, slanted cube on a trapezoidal floor plan. The exterior dimensions are approx. 49to 55 x 40m. The flat and partly landscaped roof area slopes by approx. 9° and has been designed as a “fifth“ facade. The load-bearing structure of the façade and the roof emerge as dominant, apparently ‚random’ lines and thus give the building a very distinctive appearance. The building has 1½ storeys, the main areas of use being located on the ground floor. An inserted gallery level, accessed by stairs, makes use of the high refectory room. There is a direct access to the roof terrace from this level. This layout allows for an optimal accommodation of the building services to supply the kitchen areas below. The structural framework consists of an interior reinforced concrete construction enveloped by an innovative wood construction. This wood construction is made of insulated hollow boxes consisting of laminated wood, laminated veneer lumber and plywood panels. The construction with its optimized building physics is protected from the weather by way of PUR-coating.
  413. Dining Hall Karlsruhe, Hochschule Karlsruhe, 2007, Jürgen Mayer H, ARUP GmbH. The new refectory for students of the FH, PH and KA Karlsruhe is situated close to the Schlossplatz in the centre of the city. The building is to be used as a refectory only during term-time. An integrated cafeteria will also be open at other times. The building is a flat, slanted cube on a trapezoidal floor plan. The exterior dimensions are approx. 49to 55 x 40m. The flat and partly landscaped roof area slopes by approx. 9° and has been designed as a “fifth“ facade. The load-bearing structure of the façade and the roof emerge as dominant, apparently ‚random’ lines and thus give the building a very distinctive appearance. The building has 1½ storeys, the main areas of use being located on the ground floor. An inserted gallery level, accessed by stairs, makes use of the high refectory room. There is a direct access to the roof terrace from this level. This layout allows for an optimal accommodation of the building services to supply the kitchen areas below. The structural framework consists of an interior reinforced concrete construction enveloped by an innovative wood construction. This wood construction is made of insulated hollow boxes consisting of laminated wood, laminated veneer lumber and plywood panels. The construction with its optimized building physics is protected from the weather by way of PUR-coating.
  414. Dining Hall Karlsruhe, Hochschule Karlsruhe, 2007, Jürgen Mayer H, ARUP GmbH. The new refectory for students of the FH, PH and KA Karlsruhe is situated close to the Schlossplatz in the centre of the city. The building is to be used as a refectory only during term-time. An integrated cafeteria will also be open at other times. The building is a flat, slanted cube on a trapezoidal floor plan. The exterior dimensions are approx. 49to 55 x 40m. The flat and partly landscaped roof area slopes by approx. 9° and has been designed as a “fifth“ facade. The load-bearing structure of the façade and the roof emerge as dominant, apparently ‚random’ lines and thus give the building a very distinctive appearance. The building has 1½ storeys, the main areas of use being located on the ground floor. An inserted gallery level, accessed by stairs, makes use of the high refectory room. There is a direct access to the roof terrace from this level. This layout allows for an optimal accommodation of the building services to supply the kitchen areas below. The structural framework consists of an interior reinforced concrete construction enveloped by an innovative wood construction. This wood construction is made of insulated hollow boxes consisting of laminated wood, laminated veneer lumber and plywood panels. The construction with its optimized building physics is protected from the weather by way of PUR-coating.
  415. Dining Hall Karlsruhe, Hochschule Karlsruhe, 2007, Jürgen Mayer H, ARUP GmbH. The new refectory for students of the FH, PH and KA Karlsruhe is situated close to the Schlossplatz in the centre of the city. The building is to be used as a refectory only during term-time. An integrated cafeteria will also be open at other times. The building is a flat, slanted cube on a trapezoidal floor plan. The exterior dimensions are approx. 49to 55 x 40m. The flat and partly landscaped roof area slopes by approx. 9° and has been designed as a “fifth“ facade. The load-bearing structure of the façade and the roof emerge as dominant, apparently ‚random’ lines and thus give the building a very distinctive appearance. The building has 1½ storeys, the main areas of use being located on the ground floor. An inserted gallery level, accessed by stairs, makes use of the high refectory room. There is a direct access to the roof terrace from this level. This layout allows for an optimal accommodation of the building services to supply the kitchen areas below. The structural framework consists of an interior reinforced concrete construction enveloped by an innovative wood construction. This wood construction is made of insulated hollow boxes consisting of laminated wood, laminated veneer lumber and plywood panels. The construction with its optimized building physics is protected from the weather by way of PUR-coating.
  416. Dining Hall Karlsruhe, Hochschule Karlsruhe, 2007, Jürgen Mayer H, ARUP GmbH. The new refectory for students of the FH, PH and KA Karlsruhe is situated close to the Schlossplatz in the centre of the city. The building is to be used as a refectory only during term-time. An integrated cafeteria will also be open at other times. The building is a flat, slanted cube on a trapezoidal floor plan. The exterior dimensions are approx. 49to 55 x 40m. The flat and partly landscaped roof area slopes by approx. 9° and has been designed as a “fifth“ facade. The load-bearing structure of the façade and the roof emerge as dominant, apparently ‚random’ lines and thus give the building a very distinctive appearance. The building has 1½ storeys, the main areas of use being located on the ground floor. An inserted gallery level, accessed by stairs, makes use of the high refectory room. There is a direct access to the roof terrace from this level. This layout allows for an optimal accommodation of the building services to supply the kitchen areas below. The structural framework consists of an interior reinforced concrete construction enveloped by an innovative wood construction. This wood construction is made of insulated hollow boxes consisting of laminated wood, laminated veneer lumber and plywood panels. The construction with its optimized building physics is protected from the weather by way of PUR-coating.
  417. Caja Vital Kutxa, Vitria, Spain, 2007, Mozas + Aguirre Arquitectos, NB 35 Structural Eng. The idea is to identify the building as a live organism in motion. The floor plan has a chromosome shape with four arms. The structural concept is based on pairs of exterior metal supports, clad in stainless steel composite panels. One of the arms has been conceived as a 26 meter cantilever. In this case the concept changes and the pairs do not have any structural function.
  418. Caja Vital Kutxa, Vitria, Spain, 2007, Mozas+Aguirre Arquitectos, NB 35 Structural Eng.
  419. Caja Vital Kutxa, Vitria, Spain, 2007, Mozas + Aguirre Arquitectos, NB 35 Structural Eng. The idea is to identify the building as a live organism in motion. The floor plan has a chromosome shape with four arms. The structural concept is based on pairs of exterior metal supports, clad in stainless steel composite panels. One of the arms has been conceived as a 26 meter cantilever. In this case the concept changes and the pairs do not have any structural function.
  420. Caja Vital Kutxa, Vitria, Spain, 2007, Mozas+Aguirre Arquitectos, NB 35 Structural Eng.
  421. Caja Vital Kutxa, Vitria, Spain, 2007, Mozas+Aguirre Arquitectos, NB 35 Structural Eng.
  422. Caja Vital Kutxa, Vitria, Spain, 2007, Mozas+Aguirre Arquitectos, NB 35 Structural Eng.
  423. Caja Vital Kutxa, Vitria, Spain, 2007, Mozas+Aguirre Arquitectos, NB 35 Structural Eng.
  424. Belgium Court of Justice, Hasselt, Belgium, 2009, Jürgen Mayer H Architects
  425. Belgium Court of Justice, Hasselt, Belgium, 2009, Jürgen Mayer H Architects
  426. Belgium Court of Justice, Hasselt, Belgium, 2009, Jürgen Mayer H Architects
  427. Belgium Court of Justice, Hasselt, Belgium, 2009, Jürgen Mayer H Architects
  428. Landesvertretung NRW, Berlin, 2004, Petzinka Pink Arcitects
  429. Landesvertretung NRW, Berlin, 2004, Petzinka Pink Arcitects, The unusual structure of a building in Berlin points to the fact that it is an innovating building of this kind. With its almost gothic construction of parabola arches behind a glass skin, the Representation of North-Rhine/Westphalia stands out in marked contrast to Berlin’s run-of-the-mill natural stone buildings. The supporting structure is made of curved glued laminated plywood and uses complex statics to channel wind energy into the foundations, forming a shell for the free-standing house within. Inside, too, architects Petzinka Pink and Partner came up with an unusual solution with hollow wooden ceilings, used in a four-storey public building for the first time.
  430. Landesvertretung NRW, Berlin, 2004, Petzinka Pink Arcitects
  431. Landesvertretung NRW, Berlin, 2004, Petzinka Pink Arcitects
  432. Mark West, a fabric formwork researcher and inventor based at Canada's University of Manitoba, specialises in exploring how fabric provides simple ways of shaping efficiently curved structural members. He has designed a 12m-long double cantilever beam (pictured right) that uses 30 per cent less concrete than a rectangular concrete equivalent, and was made using a flat sheet of geotextile fabric. Once the bearing points and dimensional requirements of a beam are determined, the fabric naturally deflects under the wet load of concrete to create catenary geometries. Using this method, the formwork for a 10m-tall structural column can be carried within a small rucksack.
  433. Glass Cube, Bad Driburg 2007, 3deluxe transdiciplinary design. The glass façade is laminated with a transparent, graphically illustrated
  434. Nach der Verwirklichung zahlreicher temporärer Architekturen und der Entwicklung virtueller Architekturkonzepte ist der Leonardo Glass Cube das erste von 3deluxe realisierte Bauwerk. Auf dem Gelände der westfälischen Firma glaskoch, die unter dem Namen "Leonardo"’ weltweit Glasprodukte vertreibt, wurde eine signifikante Corporate Architecture geschaffen, die nun ein zentrales Element im kommunikativen Gesamtauftritt der Marke bildet. Als atmosphärische Brandworld vermittelt der Glass Cube Gästen und Mitarbeitern auf inspirierende Weise die Philosophie und Visionen des Unternehmens. Auf einer Fläche von 1200 Quadratmetern, verteilt auf zwei Etagen, erlaubt eine offene Grundrissgestaltung die übergangslose und flexible Nutzung von Produktpräsentationszonen, Seminar- und Konferenzräumen, Arbeits- und Rekreationsbereichen.Die Glasfassade des Gebäudes bildet die Schnittstelle zu einer hypernaturalistischen, ästhetisch überhöhten Welt: Eine transparente Bedruckung schiebt sich als subtil sichtbare Bildebene in den Aus- oder Einblick. Die darauf abgebildeten, grafisch verfremdeten Elemente wurden der Architektur und der umgebenden Landschaft entlehnt, sie erzeugen ein feinsinniges Vexierspiel mit den Reflexionen ihrer realen Vorbilder.Die bauliche Struktur besteht aus zwei formal kontrastierenden Elementen: einem geometrisch stringenten, quaderförmigen Hüllvolumen und einer mittig in den Innenraum eingestellten Freiform. Diese wellenförmig geschwungene, weiße Wandfläche umschließt einen introvertierten Ausstellungsbereich und begrenzt auf ihrer anderen Seite einen extrovertierten, tageslichtduchfluteten Umgang entlang der Glasfassade. Drei skulpturale, weiße Strukturen – so genannte "genetics" –verknüpfen die separaten Gebäudezonen wieder miteinander.Auf der Glasfassade taucht das gestalterische Motiv der "genetics" erneut in zweidimensionaler Form auf: Vorgeblendete Lisenen finden ihre Fortsetzung in einem Wegenetz aus weißem Beton, das den gesamten Baukörper umgibt und ihn mit seinem Standort verwachsen lässt.Im Innenraum sind Ober- und Untergeschoss in ihrem Zentrum durch einen von Brücken durchkreuzten Luftraum miteinander verbunden. Bei Betreten des Glass Cube eröffnet sich der Raum dem Betrachter somit nicht nur in horizontaler Ebene, sondern ebenfalls nach oben und unten. In beiden Geschossen bildet das Wandkontinuum durch Einrollung Nischen aus, die mit Sondernutzungen belegt sind. Die Lineatur der geschwungenen Wandfläche tritt besonders an den vielfältigen Öffnungen und Durchgängen als markantes grafisches Gestaltungselement in den Vordergrund, das sich sich in der Decke als ein System von Lüftungsfugen fortsetzt. Auf ihrer der Fassade zugewandten Seite wird die Materialität der weißen Putzoberfläche durch einen hinterleuchteten Gaze-Wandbehang optisch aufgelöst. Dynamisch programmiertes Kunstlicht sowie das durch die pastellfarbige Fassadenbedruckung einfallende Tageslicht setzen Farbakzente in dem reinweißen Interior und erzeugen einen permanenten atmosphärischen Wandel.
  435. Nach der Verwirklichung zahlreicher temporärer Architekturen und der Entwicklung virtueller Architekturkonzepte ist der Leonardo Glass Cube das erste von 3deluxe realisierte Bauwerk. Auf dem Gelände der westfälischen Firma glaskoch, die unter dem Namen "Leonardo"’ weltweit Glasprodukte vertreibt, wurde eine signifikante Corporate Architecture geschaffen, die nun ein zentrales Element im kommunikativen Gesamtauftritt der Marke bildet. Als atmosphärische Brandworld vermittelt der Glass Cube Gästen und Mitarbeitern auf inspirierende Weise die Philosophie und Visionen des Unternehmens. Auf einer Fläche von 1200 Quadratmetern, verteilt auf zwei Etagen, erlaubt eine offene Grundrissgestaltung die übergangslose und flexible Nutzung von Produktpräsentationszonen, Seminar- und Konferenzräumen, Arbeits- und Rekreationsbereichen.Die Glasfassade des Gebäudes bildet die Schnittstelle zu einer hypernaturalistischen, ästhetisch überhöhten Welt: Eine transparente Bedruckung schiebt sich als subtil sichtbare Bildebene in den Aus- oder Einblick. Die darauf abgebildeten, grafisch verfremdeten Elemente wurden der Architektur und der umgebenden Landschaft entlehnt, sie erzeugen ein feinsinniges Vexierspiel mit den Reflexionen ihrer realen Vorbilder.Die bauliche Struktur besteht aus zwei formal kontrastierenden Elementen: einem geometrisch stringenten, quaderförmigen Hüllvolumen und einer mittig in den Innenraum eingestellten Freiform. Diese wellenförmig geschwungene, weiße Wandfläche umschließt einen introvertierten Ausstellungsbereich und begrenzt auf ihrer anderen Seite einen extrovertierten, tageslichtduchfluteten Umgang entlang der Glasfassade. Drei skulpturale, weiße Strukturen – so genannte "genetics" –verknüpfen die separaten Gebäudezonen wieder miteinander.Auf der Glasfassade taucht das gestalterische Motiv der "genetics" erneut in zweidimensionaler Form auf: Vorgeblendete Lisenen finden ihre Fortsetzung in einem Wegenetz aus weißem Beton, das den gesamten Baukörper umgibt und ihn mit seinem Standort verwachsen lässt.Im Innenraum sind Ober- und Untergeschoss in ihrem Zentrum durch einen von Brücken durchkreuzten Luftraum miteinander verbunden. Bei Betreten des Glass Cube eröffnet sich der Raum dem Betrachter somit nicht nur in horizontaler Ebene, sondern ebenfalls nach oben und unten. In beiden Geschossen bildet das Wandkontinuum durch Einrollung Nischen aus, die mit Sondernutzungen belegt sind. Die Lineatur der geschwungenen Wandfläche tritt besonders an den vielfältigen Öffnungen und Durchgängen als markantes grafisches Gestaltungselement in den Vordergrund, das sich sich in der Decke als ein System von Lüftungsfugen fortsetzt. Auf ihrer der Fassade zugewandten Seite wird die Materialität der weißen Putzoberfläche durch einen hinterleuchteten Gaze-Wandbehang optisch aufgelöst. Dynamisch programmiertes Kunstlicht sowie das durch die pastellfarbige Fassadenbedruckung einfallende Tageslicht setzen Farbakzente in dem reinweißen Interior und erzeugen einen permanenten atmosphärischen Wandel.
  436. Tama Art University Library, 2007, Toyo Ito, Sasaki Structural Consultants
  437. This vision takes on even greater complexity in the Tama Art University Library, 2007, completed just over two years ago, west of Tokyo. Set at the edge of a dreary hillside campus, the structure was conceived as an irregular grid of delicate concrete arches. Inside, the arches are arranged at odd angles to one another. Other structures seem casually placed inside the space — a large concrete drum that houses mechanical systems at one end, a sculptural staircase at another. The floor of an informal exhibition space follows the slope of the surrounding landscape so that from inside, the relationship of the two seems fluid. The result is a kind of antimonument. The image we hold of a heavy, traditional arch becomes something fragile and ethereal. The classical sense of order dissolves. The design’s aim is to liberate us from the oppressive weight of history and, in the process, open up imaginative possibilities. “The characteristic arches are made out of steel plates covered with concrete. In plan these arches are arranged along curved lines which cross at several points. With these intersections, we were able to keep the arches extremely slender at the bottom and still support the heavy live loads of the floor above.”
  438. Tama Art University Library, 2007, Toyo Ito, Sasaki Structural Consultants
  439. Tama Art University Library, 2007, Toyo Ito, Sasaki Structural Consultants
  440. Fabric formwork The natural tension geometries given by formwork fabrics simplify the production of lightweight, high efficiency structural shapes. The formworks themselves are extraordinarily light and very inexpensive. The flexibility of a fabric formwork membrane makes it possible to produce a multitude of architectural and structural designs from a single, reusable mold. The use of permeable formwork membrane fabrics produces improved surface finishes and strength as a result of a filtering action allowing air bubbles and excess mix water to bleed through the formwork membrane. Methods for casting columns, walls, panels, beams, and slabs in both cast-in-place and precast applications have been developed. Cast-in-place and precast fabric-formed columns have been used structurally in Canada and internationally. Fabric formwork products for casting foundation footings and small columns are being manufactured and marketed by Fab-Form Industries of Surrey, B.C. The Centre for Architectural Structures and Technology at the University of Manitoba is the first academic research laboratory engaging in fabric formwork research. Research on fabric formwork technologies invented at C.A.S.T. are being carried out in Chile at its Catholic University of Valparaiso and the "Open City," and in Scotland at the University of Edinburgh. Fabric-formed construction projects have also been carried out in Japan by architect Kenzo Unno, inventor of an elegant cast-in-place fabric-formed wall system.
  441. Fabric Formwork for Concrete: he wide variety of column-section shapes produced in Remo Pedreschi's workshop at Edinburgh University, where he is an professor, is the result of manipulating the hydrostatic pressure of wet concrete. The formwork, which consists of stretched and twisted fabric tubes, produces figure-of-eight-shaped forms, hollow columns and columns with voids. To connect the various elements, Pedreschi developed interlocking male and female components. A vacuum-formed mould was incorporated into the ends of the formwork to ensure geometric accuracy. Independent of the columns, the prototype connection can be used in other components.
  442. Serero Architects, Concrete Canopy Auditorium and Movie Theater, Saint Cyprien, France; The Concrete Canopy building is located in the middle of a park with sycamore, acacia, oak and poplar trees. Inspired by the silhouettes of the trees Serero architects created a computer script, generating a facade that assembles non-repetitive and non-standard components.The building’s roof, despite its irregular appearance, is generated from simple geometrical rules, allowing a variation of shapes between the elements. The building was not conceived as an isolated object but rather as an open space in continuity with, and responding to, the rhythm of trees in the park, bringing the landscape into the building.
  443. Serero Architects
  444. TECHNOPOLE INNOVIA of Damparis, France , 2008, SERERO Architectes, IOSIS Group.
  445. TECHNOPOLE INNOVIA of Damparis, France , 2008, SERERO Architectes, IOSIS Group.
  446. TECHNOPOLE INNOVIA of Damparis, France , 2008, SERERO Architectes, IOSIS Group.
  447. TECHNOPOLE INNOVIA of Damparis, France , 2008, SERERO Architectes, IOSIS Group.
  448. Magic Box, 2008; he Magic Box is a versatile 'box' that changes the stereotypes of prefabricated houses and extension rooms by having qualities such as transparency and simplistic form with high versatility. The Magic Box also creates innovative life styles and business environment; You are free to drive your imagination into transforming this box into your own working space or space for your hobbies. The Magic Box is a creation conceived by Jun Ueno of Magic Box Inc.
  449. The Serpentine Gallery Pavilion 2002 appeared to be an extremely complex random pattern that proved, upon careful examination, to derive from an algorithm of a cube that expanded as it rotated. The numerous triangles and trapezoids formed by this system of intersecting lines were clad to be either transparent or translucent giving a sense of infinitely repeated motion. 6
  450. Serpentine Gallery 2002, London, England - Toyo Ito & Associates, Cecil Balmond
  451. Serpentine Gallery summer pavilion, London, Toyo Ito and Cecil Balmond offered a glimpse into a possible architectural future in London's Hyde Park, The Serpentine Gallery Pavilion 2002 appeared to be an extremely complex random pattern that proved, upon careful examination, to derive from an algorithm of a cube that expanded as it rotated.The numerous triangles and trapezoids formed by this system of intersecting lines were clad to be either transparent or translucent, giving a sense of infinitely repeated motion.
  452. Mathematics and design have long been intertwined, dating back to ancient studies of techne and craft. Techne, understood as the creation of art or craft through the implementation of practical knowledge, has clear implications in architecture and engineering. For example, the study of the Golden Section has fascinated designers for ages, harkening back to ancient Greek, Roman, and renaissance architecture. A formula whose calculations provide a seemingly perfect and beautiful proportion, the golden section is one of the earliest examples of mathematics creating art. Over time, other mathematical theories have influenced artistic development including the statistical characteristics of fractals and irregular processes of chaos theory. In particular, fractals have significantly influenced current design rationale. These irregular patterns and structures found in nature and repeated at infinite smaller scales produce irregular shapes and surfaces, which have been impossible to define with classical geometry. Recently, the use of computer modeling has enabled engineers such as Balmond to better understand and use fractals as a design tool.
  453. Parc de relaxation, Torrevieja, Alicante Spain, 2005, Toyo Ito , Sasaki
  454. Preliminary architectural renderings have been released for the provocatively and incorrectly nicknamed "Ground Zero Mosque," the much-contested Muslim community center proposed for Lower Manhattan. The three drawings by SOMA Architects depict a Park51 Community Center with a white, honeycomb-like façade composed of a lattice of traditional star patterning through which light streams in. Principal architect of SOMA, Michel Abboud, who is a French citizen with roots in Lebanon, has cited Jean Nouvel’s celebrated Institut de Monde Arabe as an inspiration for his design. "It is a free-standing structural exoskeleton that plays on notions of privacy and openness,"
  455. The Aluminium Forest in Utrecht, Netherlands was designed by Architectenbureau Micha de Haas in 2001 and sits on 368 piloti of varying dimensions and functions. "The variation in width of separation and angle of each column," the book entry observes, "animates the whole, giving he impression of an oversized and alien amphibious creature teetering on the edge of the water. The close proximity of the columns enables the building to defy expectations of the stength ad versatility of aluminium, displaying innovate aspects which partly result from the use of aerospace technology."
  456. The design for the 44,000-seat Kaohsiung stadium, by contrast, seems to be as much about the anxieties of a mass event as about a shared emotional experience. While traditional stadiums are designed to shut out the outside world, Mr. Ito’s stadium seeks to maximize our awareness of it while still creating a sense of enclosure. From the main entry the stadium looks like a gigantic snake that is just beginning to coil around its prey. Its tail extends to one side, framing a large entry plaza. At times when the stadium is less full, people will be able to stroll through the gates from the plaza and sit on a patch of grass at the edge of the field, eroding the boundary between inside and out. Inside, the intertwining pipes of the canopy curl down and around the stands, enveloping the audience. And while the immediate surroundings are shut out, most seats have a distant view of downtown. The result is remarkable: a space that manages to maintain the intensity and focus of a grand stadium without that intensity becoming oppressive.
  457. Clad in a band of interwoven white pipes, the structure resembles a python just beginning to coil around its prey, its tail tapering off to frame one side of an entry plaza. Unlike the Bird’s Nest it unfolds slowly to the visitor and is as much about connecting — physically and metaphorically — with the public spaces around it as it is about the intensity of a self-contained event. Concourses and upper-level seating are supported by a ring of concrete structures that vaguely resemble giant animal vertebrae — Mr. Ito calls them saddles — that seem to be straining under the weight above. The character of the canopy (formed by the same white pipes as on the exterior) changes depending on perspective. Seen at an angle, the diagonal pipes create a powerful horizontal pull, whipping your eye around the stadium; seen from straight on, the vertical supports are more dominant, giving the structure a thrilling stillness.
  458. Kaohsiung Stadium in Kaohsiung, Taiwan, 2009, Toyo Ito
  459. Kaohsiung Stadium in Kaohsiung, Taiwan, 2009, Toyo Ito
  460. Mr. Ito’s status may finally be about to change. On Thursday a stadium he designed for the World Games will be unveiled to a global audience in Kaohsiung, Taiwan. Its pythonlike form should produce as much a stir, at least within architectural circles, as did the Bird’s Nest stadium by Mr. Herzog and Pierre de Meuron when it was unveiled a year ago at the Beijing Olympics.
  461. Kaohsiung Stadium in Kaohsiung, Taiwan, 2009, Toyo Ito
  462. Kaohsiung Stadium in Kaohsiung, Taiwan, 2009, Toyo Ito
  463. Solar powered stadium - first stadium to use solar panels.
  464. Parc « Grin Grin », Island City, Fukuoka, Japan, 2005, Toyo Ito , Sasaki
  465. EPFL learning center, Lausanne, Switzerland, 2009, SANAA, Mutsuro Sasaki
  466. Designed by SANAA, the Japanese firm headed by Kazuyo Sejima and Ryue Nishizawa, the 398,000-square-foot library and campus hub presents visitors with a concrete floor that slopes and swells like the surrounding Swiss landscape. People with mobility problems or those just feeling tired can take specially designed “inclined elevators,” glass boxes adapted from standard lift design.
  467. EPFL learning center, Lausanne, Switzerland, 2009, SANAA, Mutsuro Sasaki, SANAA worked with structural engineer Matsuro Sasaki to design the building’s concrete floor as a set of shells supported by 11 arches stayed by underground cables. The arches range in length from 98 to 295 feet. Workers poured the concrete for two straight weeks into 4,000 digitally modeled wooden frameworks, using a global-positioning system to ensure precision. The lightweight roof made of wood and steel parallels the slopes and curves of the floor to create a single slice of space running throughout the building. Because the arches raise much of the building off the ground, the architects were able to create outdoor space underneath the structure. Their goal was to use this space to create a continuum with the landscape of the campus and the city. 
  468. EPFL learning center, Lausanne, Switzerland, 2009, SANAA, Mutsuro Sasaki
  469. EPFL learning center, Lausanne, Switzerland, 2009, SANAA, Mutsuro Sasaki
  470. ‘EPFL learning center’, lausanne, 2004, the learning center is planned on a university campus near lake leman.the two undulated ’layers’ separate the building gently into floor, roof and courtyards. the wave shape and the holes in the layers give the complexa light appearance.
  471. EPFL learning center, Lausanne, Switzerland, 2009, SANAA, Mutsuro Sasaki
  472. EPFL learning center, Lausanne, Switzerland, 2009, SANAA, Mutsuro Sasaki
  473. Convention Hall at the Qatar International Exhibition Centre. Designed by renowned Japanese structural engineer Mutsuro Sasaki and coworkers. Under construction. Reference: Changyu Cui, Hiroshi Ohmori and Mutsuro Sasaki, ‘Structural design by extended ESO method’, in Proceedings of Frontiers of Computational Sciences Symposium, Nagoya, Japan, 11-13 October, 2005, pp 149-156 (in Japanese).
  474. Mutsuro Sasaki ,for a competition proposal for a new train station in Florence with the architect Arata Isozaki, Sasaki generated a structure using compute methods rooted in evolutionary biology