Bwstructural

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Billy Wiggins is a structural engineer with experience designing structures using steel, concrete, wood, and fiberglass. He has performed finite element analysis using Staad.Pro and RAM Connection software. Some of his projects include designing steel framing for a water tank, analyzing a slurry-filled shipping container, and modeling a precast concrete utility building in Microstation V8i.

Technologie Business

Billy Wiggins, P.E. Sampling of Structural Design

Structural Analysis & Design ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]

Analysis & Design Software ,[object Object],[object Object],[object Object],[object Object]

Samples of FEA Analysis of a steel tank Performed in Staad.Pro

FEA of a Shipping Container filled with Slurry

Steel Framed Train Loading Shed

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Mezzanine for Centrifuge Steel Framing Concrete Decking

Steel Frame to Support Elevated Water Tank ,[object Object],[object Object],[object Object],[object Object]

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Concrete & Glulam Process Building ,[object Object]

Wood Deck ,[object Object]

Wood Building Renovation ,[object Object]

Concrete Repair Before After

Concrete Tank Repair Concrete Beams Before Repair Concrete Tank 3 years later

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In this paper, the system assessment theory of he concrete filled steel tubular arch bridge which is based on the theory of the reliability of system reliability is researched through the finite element analysis software ANSYS. Because the concrete filled steel tube arch bridge has the characteristics, such as the components numerous, complex forces, unable to list the of the explicit limit state equation, so use the probability design module of ANSYS (PDS) technology for the performance evaluation of the concrete filled steel tubular arch bridge with the combination of the reliability theory of monte carlo (MC) method, the response surface method (RSM) and the equivalent normal distribution method (JC method).According to the measured data and documents, selecte the random variables which have a large influence on structure reliability as the input parameters and use APDL language to write the structural response’s parameterized model of concrete filled steel tubular arch bridge. Then fit the response surface equation and get its statistical sampling parameters, and finally using Matlab program based on JC method to calculate the reliability index of the components. According to the structure characteristics of concrete filled steel tube arch bridge, the whole structure is as a series of arch rib series, derrick, floor system, selection of components of the minimum reliability index as the system's reliability index.

The Performance Evaluation of Concrete Filled Steel Tubular Arch Bridge

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In this paper, the system assessment theory of he concrete filled steel tubular arch bridge which is based on the theory of the reliability of system reliability is researched through the finite element analysis software ANSYS. Because the concrete filled steel tube arch bridge has the characteristics, such as the components numerous, complex forces, unable to list the of the explicit limit state equation, so use the probability design module of ANSYS (PDS) technology for the performance evaluation of the concrete filled steel tubular arch bridge with the combination of the reliability theory of monte carlo (MC) method, the response surface method (RSM) and the equivalent normal distribution method (JC method).According to the measured data and documents, selecte the random variables which have a large influence on structure reliability as the input parameters and use APDL language to write the structural response’s parameterized model of concrete filled steel tubular arch bridge. Then fit the response surface equation and get its statistical sampling parameters, and finally using Matlab program based on JC method to calculate the reliability index of the components. According to the structure characteristics of concrete filled steel tube arch bridge, the whole structure is as a series of arch rib series, derrick, floor system, selection of components of the minimum reliability index as the system's reliability index.

The Performance Evaluation of Concrete Filled Steel Tubular Arch Bridge

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Platformless Horizons for Digital Adaptability

Platformless Horizons for Digital Adaptability

Apidays New York 2024 - The value of a flexible API Management solution for O...

Apidays New York 2024 - The value of a flexible API Management solution for O...

Apidays New York 2024 - The value of a flexible API Management solution for O...

MINDCTI Revenue Release Quarter One 2024

MINDCTI Revenue Release Quarter One 2024

MINDCTI Revenue Release Quarter One 2024

Vector Search -An Introduction in Oracle Database 23ai.pptx

Vector Search -An Introduction in Oracle Database 23ai.pptx

Vector Search -An Introduction in Oracle Database 23ai.pptx

Finding Java's Hidden Performance Traps @ DevoxxUK 2024

Finding Java's Hidden Performance Traps @ DevoxxUK 2024

Finding Java's Hidden Performance Traps @ DevoxxUK 2024

TrustArc Webinar - Unlock the Power of AI-Driven Data Discovery

TrustArc Webinar - Unlock the Power of AI-Driven Data Discovery

TrustArc Webinar - Unlock the Power of AI-Driven Data Discovery

Modular Monolith - a Practical Alternative to Microservices @ Devoxx UK 2024

Modular Monolith - a Practical Alternative to Microservices @ Devoxx UK 2024

Modular Monolith - a Practical Alternative to Microservices @ Devoxx UK 2024

Cloud Frontiers: A Deep Dive into Serverless Spatial Data and FME

Cloud Frontiers: A Deep Dive into Serverless Spatial Data and FME

Cloud Frontiers: A Deep Dive into Serverless Spatial Data and FME

Bwstructural

1. Billy Wiggins, P.E. Sampling of Structural Design

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4. Samples of FEA Analysis of a steel tank Performed in Staad.Pro

5. FEA of a Shipping Container filled with Slurry

6. Steel Framed Train Loading Shed

8. Mezzanine for Centrifuge Steel Framing Concrete Decking

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15. Concrete Repair Before After

16. Concrete Tank Repair Concrete Beams Before Repair Concrete Tank 3 years later