Evaluation of analytical methodologies used to derive vulnerability functions

SUMMARY The recognition of fragility and vulnerability functions as a fundamental tool in seismic risk assessment has led to the development of more and more complex and elaborate procedures for their computation. Although these functions have been traditionally produced using observed damage and lo...

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Published in:Earthquake engineering & structural dynamics Vol. 43; no. 2; pp. 181 - 204
Main Authors: Silva, V., Crowley, H., Varum, H., Pinho, R., Sousa, R.
Format: Journal Article
Language:English
Published: Chichester Blackwell Publishing Ltd 01-02-2014
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Abstract SUMMARY The recognition of fragility and vulnerability functions as a fundamental tool in seismic risk assessment has led to the development of more and more complex and elaborate procedures for their computation. Although these functions have been traditionally produced using observed damage and loss data, more recent studies propose the employment of analytical methodologies as a way to overcome the frequent lack of post‐earthquake data. The variation of the structural modelling approach on the estimation of building capacity has been the target of many studies in the past; however, its influence on the resulting vulnerability model for classes of buildings, the impact in loss estimations or propagation of the uncertainty to the seismic risk calculations has so far been the object of limited scrutiny. In this paper, an extensive study of static and dynamic procedures for estimating the nonlinear response of buildings has been carried out to evaluate the impact of the chosen methodology on the resulting capacity, fragility, vulnerability and risk outputs. Moreover, the computational effort and numerical stability provided by each approach have been evaluated and conclusions drawn regarding the optimal balance between accuracy and complexity. Copyright © 2013 John Wiley & Sons, Ltd.
AbstractList The recognition of fragility and vulnerability functions as a fundamental tool in seismic risk assessment has led to the development of more and more complex and elaborate procedures for their computation. Although these functions have been traditionally produced using observed damage and loss data, more recent studies propose the employment of analytical methodologies as a way to overcome the frequent lack of post‐earthquake data. The variation of the structural modelling approach on the estimation of building capacity has been the target of many studies in the past; however, its influence on the resulting vulnerability model for classes of buildings, the impact in loss estimations or propagation of the uncertainty to the seismic risk calculations has so far been the object of limited scrutiny. In this paper, an extensive study of static and dynamic procedures for estimating the nonlinear response of buildings has been carried out to evaluate the impact of the chosen methodology on the resulting capacity, fragility, vulnerability and risk outputs. Moreover, the computational effort and numerical stability provided by each approach have been evaluated and conclusions drawn regarding the optimal balance between accuracy and complexity. Copyright © 2013 John Wiley & Sons, Ltd.
SUMMARY The recognition of fragility and vulnerability functions as a fundamental tool in seismic risk assessment has led to the development of more and more complex and elaborate procedures for their computation. Although these functions have been traditionally produced using observed damage and loss data, more recent studies propose the employment of analytical methodologies as a way to overcome the frequent lack of post-earthquake data. The variation of the structural modelling approach on the estimation of building capacity has been the target of many studies in the past; however, its influence on the resulting vulnerability model for classes of buildings, the impact in loss estimations or propagation of the uncertainty to the seismic risk calculations has so far been the object of limited scrutiny. In this paper, an extensive study of static and dynamic procedures for estimating the nonlinear response of buildings has been carried out to evaluate the impact of the chosen methodology on the resulting capacity, fragility, vulnerability and risk outputs. Moreover, the computational effort and numerical stability provided by each approach have been evaluated and conclusions drawn regarding the optimal balance between accuracy and complexity. Copyright © 2013 John Wiley & Sons, Ltd. [PUBLICATION ABSTRACT]
The recognition of fragility and vulnerability functions as a fundamental tool in seismic risk assessment has led to the development of more and more complex and elaborate procedures for their computation. Although these functions have been traditionally produced using observed damage and loss data, more recent studies propose the employment of analytical methodologies as a way to overcome the frequent lack of post-earthquake data. The variation of the structural modelling approach on the estimation of building capacity has been the target of many studies in the past; however, its influence on the resulting vulnerability model for classes of buildings, the impact in loss estimations or propagation of the uncertainty to the seismic risk calculations has so far been the object of limited scrutiny. In this paper, an extensive study of static and dynamic procedures for estimating the nonlinear response of buildings has been carried out to evaluate the impact of the chosen methodology on the resulting capacity, fragility, vulnerability and risk outputs. Moreover, the computational effort and numerical stability provided by each approach have been evaluated and conclusions drawn regarding the optimal balance between accuracy and complexity. Copyright copyright 2013 John Wiley & Sons, Ltd.
SUMMARY The recognition of fragility and vulnerability functions as a fundamental tool in seismic risk assessment has led to the development of more and more complex and elaborate procedures for their computation. Although these functions have been traditionally produced using observed damage and loss data, more recent studies propose the employment of analytical methodologies as a way to overcome the frequent lack of post‐earthquake data. The variation of the structural modelling approach on the estimation of building capacity has been the target of many studies in the past; however, its influence on the resulting vulnerability model for classes of buildings, the impact in loss estimations or propagation of the uncertainty to the seismic risk calculations has so far been the object of limited scrutiny. In this paper, an extensive study of static and dynamic procedures for estimating the nonlinear response of buildings has been carried out to evaluate the impact of the chosen methodology on the resulting capacity, fragility, vulnerability and risk outputs. Moreover, the computational effort and numerical stability provided by each approach have been evaluated and conclusions drawn regarding the optimal balance between accuracy and complexity. Copyright © 2013 John Wiley & Sons, Ltd.
Author Varum, H.
Pinho, R.
Sousa, R.
Crowley, H.
Silva, V.
Author_xml – sequence: 1
  givenname: V.
  surname: Silva
  fullname: Silva, V.
  email: Correspondence to: V. Silva, University of Aveiro, Portugal., vitor.silva@eucentre.it
  organization: University of Aveiro, Portugal
– sequence: 2
  givenname: H.
  surname: Crowley
  fullname: Crowley, H.
  organization: EUCENTRE, Pavia, Italy
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  givenname: H.
  surname: Varum
  fullname: Varum, H.
  organization: University of Aveiro, Portugal
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  givenname: R.
  surname: Pinho
  fullname: Pinho, R.
  organization: University of Pavia, Italy
– sequence: 5
  givenname: R.
  surname: Sousa
  fullname: Sousa, R.
  organization: ROSE Programme, UME School, IUSS Pavia, Italy
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Issue 2
Keywords risk assessment
damage
models
accuracy
vulnerability
earthquakes
loss assessment
propagation
balance
buildings
earthquake engineering
uncertainties
fragility
stability
seismic risk
analytical methodologies
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PublicationTitle Earthquake engineering & structural dynamics
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Wiley
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2004; 41
2009; 42
2002; 31
2011
1974; 71
2004; 8
1999; 28
2002; 6
1998
1997
2008
1975
2008; 12
1996
2006; 132
2007
2005; 21
2005
1992; 35
2005; 80
2004
1999; 3
2006; 4
1970
2012; 16
2003
2007; 30
2002
2005; 27
1998; 20
2004; 33
2010; 26
2001
2000
2000; 126
2005; 9
2008; 28
2006; 26
1997; 123
2003; 25
2007; 5
2013
2011; 27
2001; 12
2005; 34
1998; 14
Casarotti C (e_1_2_8_13_1) 2009; 42
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e_1_2_8_7_1
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e_1_2_8_9_1
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Snippet SUMMARY The recognition of fragility and vulnerability functions as a fundamental tool in seismic risk assessment has led to the development of more and more...
The recognition of fragility and vulnerability functions as a fundamental tool in seismic risk assessment has led to the development of more and more complex...
SUMMARY The recognition of fragility and vulnerability functions as a fundamental tool in seismic risk assessment has led to the development of more and more...
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pascalfrancis
wiley
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SubjectTerms analytical methodologies
Computation
Earth sciences
Earth, ocean, space
Earthquakes, seismology
Engineering and environment geology. Geothermics
Engineering geology
Estimating
Exact sciences and technology
Fragility
Internal geophysics
loss assessment
Mathematical analysis
Mathematical models
Seismic hazard
Seismic phenomena
vulnerability
Title Evaluation of analytical methodologies used to derive vulnerability functions
URI https://api.istex.fr/ark:/67375/WNG-9LG6G0W6-J/fulltext.pdf
https://onlinelibrary.wiley.com/doi/abs/10.1002%2Feqe.2337
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https://search.proquest.com/docview/1494315892
https://search.proquest.com/docview/1730095167
Volume 43
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