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An Integrated Probabilistic Risk 
Assessment for Turkey 
Sevgi Özcebe1, Vitor Silva2, Helen Crowley3, Christopher Burton4 
IUSS-UME School, Pavia, Italy 
University of Aveiro, Aveiro, Portugal 
EUCENTRE, Pavia, Italy 
GEM Foundation, Pavia, Italy
Integrated Seismic Risk 
Physical Seismic Risk 
Probability of damage and loss to structures 
Socio-Economic Vulnerability 
Vulnerability of society and economy 
Ankara 
İzmir 
İstanbul 
Van
What is needed to calculate the physical risk? 
Probability of ground 
shaking 
Vulnerability of exposure 
elements 
Elements at risk
How the hazard is calculated in OpenQuake 
Seismic Hazard: 
Classical Probabilistic Seismic Hazard Assessment 
Seismic source model Ground motion model 
Ground Motion 
Prediction Equations 
Weight 
Akkar & Çağnan (2010) 0.35 
Akkar et al. (2014) 0.65 
SHARE Seismic 
Source Model 
Weight 
Area Source Model 0.5 
Fault Source and 
0.2 
Background Model 
Smoothed Seismicity 0.3
How the hazard is calculated in OpenQuake 
Seismic Hazard Model 
Source model logic tree Ground motion logic tree 
Logic Tree Processor 
Source model 
Earthquake Rupture Forecast Calculator 
Earthquake Rupture Forecast 
Classical Hazard Curve Calculator 
Ground Motion 
Prediction Equation 
Hazard Curves and Maps
The resulting seismic hazard 
Mean seismic hazard in Peak Ground Acceleration (g) for rock, 
for a 10% probability of exceedance in 50 years 
0.61 g 
0.10 g 
İstanbul 
Ankara 
Van 
İzmir 
To include site effects, Vs30 proxies by Wald and Allen, 2007 is allocated
Capturing building types in Turkey 
2000 Building Census,Turkish Statistical Institute 
Building Density 
(unit/km2) 
Low 
High 
Frame Construction Bearing Wall/Masonry Construction 
Reinforced concrete 
frame with infill walls 
Brick 
Hollow concrete blocks 
Stone 
Adobe 
Wood Frame Steel Frame Wood
Distribution of reinforced concrete and masonry 
residential buildings 
Reinforced Concrete Frame 
with Infill Walls 
Low Rise 
Mid Rise 
High Rise 
Brick and Hollow 
Concrete Block Masonry 
Low Rise 
Mid Rise 
Stone and Adobe Masonry 
Low Rise 
Mid Rise 
İstanbul 
Van 
İzmir
Relating shaking intensity to building damage: 
Fragility curves for reinforced concrete structures 
(Erberik , 2008) 
1 
0.9 
0.8 
0.7 
0.6 
0.5 
0.4 
0.3 
0.2 
0.1 
0 
Mid Rise 
0 20 40 60 80 100 
Peak Ground Velocity (cm/s) 
1 
0.9 
0.8 
0.7 
0.6 
0.5 
0.4 
0.3 
0.2 
0.1 
0 
Low Rise 
0 20 40 60 80 100 
Probability of exceedance 
Peak Ground Velocity (cm/s)
Relating shaking intensity to building damage: 
Fragility curves for masonry structures 
1 
0.9 
0.8 
0.7 
0.6 
0.5 
0.4 
0.3 
0.2 
0.1 
0 
0 0.2 0.4 0.6 0.8 1 
Peak Ground Acceleration (g) 
Low-Rise 
Mid-Rise 
Brick and Hollow Concrete Block Masonry 
Urban Type 
Adobe and Stone Masonry 
Rural Type 
(Erberik , 2008) 
1 
0.9 
0.8 
0.7 
0.6 
0.5 
0.4 
0.3 
0.2 
0.1 
0 
0 0.2 0.4 0.6 0.8 1 
Probability of exceedance 
Peak Ground Acceleration (g)
Transforming damage into economic loss 
Damage-to-Loss Functions Vulnerability Curves 
1 
0.9 
0.8 
0.7 
0.6 
0.5 
0.4 
0.3 
0.2 
0.1 
0 
Brick and Concrete 
Block Masonry- 
Low Rise 
Stone and Adobe 
Masonry- Low Rise 
Brick and Concrete 
Block Masonry- 
Mid Rise 
Stone and Adobe 
Masonry- Mid Rise 
0 0.2 0.4 0.6 0.8 1 
Repair Cost / Replacement Cost 
Peak Ground Acceleration (g) 
1.2 
1 
0.8 
0.6 
0.4 
0.2 
0 
Slight Moderate Collapse 
Repair Cost / Replacement 
Cost 
KOERI (2003) 
Bal et al. (2007) 
Damage states 
Fragility Curves
How the risk is calculated in OpenQuake 
Hazard Model Exposure Model Physical Vulnerability Model 
1 
0.8 
0.6 
0.4 
0.2 
0 
0 0.5 1 
Loss Ratio (%) 
Economic loss ($) 
Loss Curves Loss Maps 
Probability of 
exceedance in 50 years 
Classical Probabilistic Hazard Assessment 
Based-Risk Calculator
How this study compares the others 
Ankara 
Average annualized loss ratio 
Loss / Value 
İstanbul 
İzmir Van 
high 
Ankara 
Average annualized economic loss 
Loss ($) 
İstanbul 
İzmir Van 
high 
This Study 
(Preliminary) 
AIR RMS Demircioglu (2010) 
Average Annualized Loss Ratio 0.13 % 0.14% 0.09% 0.12%
What is needed to measure the socio-economic 
vulnerability? 
Indicator Vulnerability 
Female population 
Increases 
Population living in province and district centers 
Population under 4 years of age and over 65 years of age 
Population density 
Average size of households 
Renter households 
Households not served by piped water systems 
Population with a disability 
Working-age population that is unemployed 
Birth rate 
Labor force that is employed in service industries 
Illiterate population 
Population with high education completed 
Decreases 
Female labor force participation
What is needed to measure the socio-economic 
vulnerability? 
Data Transformation: 
metrics as percentage, per capita, per unit 
Data Standardization: 
Normalization, Min-max scaling, Z-scores 
Multivariate Analysis: 
Data exploration, correlations
Transforming many indicators into a single index 
Multivariate 
Analysis 
Socio- 
Economic 
Vulnerability 
Index 
Uncorrelated 
indicators 
Aggregation of 
uncorrelated 
indicators 
İstanbul 
Indicators 
Transformed & 
Standardized 
Van 
Socio-Economic Vulnerability for Turkey
Putting it all together: Integrated risk for Turkey 
Physical Risk 
Ankara 
İzmir 
İstanbul 
Van 
+ Socio-Economic Vulnerability 
= 
Integrated Risk
Zooming in 
Physical Risk 
Socio-Economic 
Vulnerability 
Integrated Risk 
İstanbul 
Van
Please attribute to the GEM Foundation with a link to - 
www.globalearthquakemodel.org 
Except where otherwise noted, this work is licensed under: 
creativecommons.org/licenses/by-nc-nd/4.0/

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An Integrated Probabilistic Risk Assessment for Turkey

  • 1. An Integrated Probabilistic Risk Assessment for Turkey Sevgi Özcebe1, Vitor Silva2, Helen Crowley3, Christopher Burton4 IUSS-UME School, Pavia, Italy University of Aveiro, Aveiro, Portugal EUCENTRE, Pavia, Italy GEM Foundation, Pavia, Italy
  • 2. Integrated Seismic Risk Physical Seismic Risk Probability of damage and loss to structures Socio-Economic Vulnerability Vulnerability of society and economy Ankara İzmir İstanbul Van
  • 3. What is needed to calculate the physical risk? Probability of ground shaking Vulnerability of exposure elements Elements at risk
  • 4. How the hazard is calculated in OpenQuake Seismic Hazard: Classical Probabilistic Seismic Hazard Assessment Seismic source model Ground motion model Ground Motion Prediction Equations Weight Akkar & Çağnan (2010) 0.35 Akkar et al. (2014) 0.65 SHARE Seismic Source Model Weight Area Source Model 0.5 Fault Source and 0.2 Background Model Smoothed Seismicity 0.3
  • 5. How the hazard is calculated in OpenQuake Seismic Hazard Model Source model logic tree Ground motion logic tree Logic Tree Processor Source model Earthquake Rupture Forecast Calculator Earthquake Rupture Forecast Classical Hazard Curve Calculator Ground Motion Prediction Equation Hazard Curves and Maps
  • 6. The resulting seismic hazard Mean seismic hazard in Peak Ground Acceleration (g) for rock, for a 10% probability of exceedance in 50 years 0.61 g 0.10 g İstanbul Ankara Van İzmir To include site effects, Vs30 proxies by Wald and Allen, 2007 is allocated
  • 7. Capturing building types in Turkey 2000 Building Census,Turkish Statistical Institute Building Density (unit/km2) Low High Frame Construction Bearing Wall/Masonry Construction Reinforced concrete frame with infill walls Brick Hollow concrete blocks Stone Adobe Wood Frame Steel Frame Wood
  • 8. Distribution of reinforced concrete and masonry residential buildings Reinforced Concrete Frame with Infill Walls Low Rise Mid Rise High Rise Brick and Hollow Concrete Block Masonry Low Rise Mid Rise Stone and Adobe Masonry Low Rise Mid Rise İstanbul Van İzmir
  • 9. Relating shaking intensity to building damage: Fragility curves for reinforced concrete structures (Erberik , 2008) 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Mid Rise 0 20 40 60 80 100 Peak Ground Velocity (cm/s) 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Low Rise 0 20 40 60 80 100 Probability of exceedance Peak Ground Velocity (cm/s)
  • 10. Relating shaking intensity to building damage: Fragility curves for masonry structures 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 0 0.2 0.4 0.6 0.8 1 Peak Ground Acceleration (g) Low-Rise Mid-Rise Brick and Hollow Concrete Block Masonry Urban Type Adobe and Stone Masonry Rural Type (Erberik , 2008) 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 0 0.2 0.4 0.6 0.8 1 Probability of exceedance Peak Ground Acceleration (g)
  • 11. Transforming damage into economic loss Damage-to-Loss Functions Vulnerability Curves 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Brick and Concrete Block Masonry- Low Rise Stone and Adobe Masonry- Low Rise Brick and Concrete Block Masonry- Mid Rise Stone and Adobe Masonry- Mid Rise 0 0.2 0.4 0.6 0.8 1 Repair Cost / Replacement Cost Peak Ground Acceleration (g) 1.2 1 0.8 0.6 0.4 0.2 0 Slight Moderate Collapse Repair Cost / Replacement Cost KOERI (2003) Bal et al. (2007) Damage states Fragility Curves
  • 12. How the risk is calculated in OpenQuake Hazard Model Exposure Model Physical Vulnerability Model 1 0.8 0.6 0.4 0.2 0 0 0.5 1 Loss Ratio (%) Economic loss ($) Loss Curves Loss Maps Probability of exceedance in 50 years Classical Probabilistic Hazard Assessment Based-Risk Calculator
  • 13. How this study compares the others Ankara Average annualized loss ratio Loss / Value İstanbul İzmir Van high Ankara Average annualized economic loss Loss ($) İstanbul İzmir Van high This Study (Preliminary) AIR RMS Demircioglu (2010) Average Annualized Loss Ratio 0.13 % 0.14% 0.09% 0.12%
  • 14. What is needed to measure the socio-economic vulnerability? Indicator Vulnerability Female population Increases Population living in province and district centers Population under 4 years of age and over 65 years of age Population density Average size of households Renter households Households not served by piped water systems Population with a disability Working-age population that is unemployed Birth rate Labor force that is employed in service industries Illiterate population Population with high education completed Decreases Female labor force participation
  • 15. What is needed to measure the socio-economic vulnerability? Data Transformation: metrics as percentage, per capita, per unit Data Standardization: Normalization, Min-max scaling, Z-scores Multivariate Analysis: Data exploration, correlations
  • 16. Transforming many indicators into a single index Multivariate Analysis Socio- Economic Vulnerability Index Uncorrelated indicators Aggregation of uncorrelated indicators İstanbul Indicators Transformed & Standardized Van Socio-Economic Vulnerability for Turkey
  • 17. Putting it all together: Integrated risk for Turkey Physical Risk Ankara İzmir İstanbul Van + Socio-Economic Vulnerability = Integrated Risk
  • 18. Zooming in Physical Risk Socio-Economic Vulnerability Integrated Risk İstanbul Van
  • 19. Please attribute to the GEM Foundation with a link to - www.globalearthquakemodel.org Except where otherwise noted, this work is licensed under: creativecommons.org/licenses/by-nc-nd/4.0/

Notes de l'éditeur

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