A Method for automated development of model and fragility inventories of nonductile reinforced concrete buildings

•Automated modeling and fragility assessment is proposed for nonductile buildings.•The effect of soil-structural interaction on damage fragilities is investigated.•The most suitable intensity measures for seismic risk assessment are suggested.•The sensitivity of the proposed approach is evaluated th...

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Vydáno v:Resilient Cities and Structures Ročník 2; číslo 3; s. 87 - 103
Hlavní autoři: Chen, Peng-Yu, Lesgidis, Nikolaos, Sextos, Anastasios, Taciroglu, Ertugrul
Médium: Journal Article
Jazyk:angličtina
Vydáno: Elsevier B.V 01.09.2023
Elsevier
Témata:
Fragility curve
Nonductile reinforced concrete building
Optimal intensity measurement
Sensitive analysis
Soil-Structure interaction
Soil-Structure interaction
Nonductile reinforced concrete building
Sensitive analysis
Fragility curve
Optimal intensity measurement
ISSN:2772-7416, 2772-7416
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Abstract •Automated modeling and fragility assessment is proposed for nonductile buildings.•The effect of soil-structural interaction on damage fragilities is investigated.•The most suitable intensity measures for seismic risk assessment are suggested.•The sensitivity of the proposed approach is evaluated through parametric studies.•The presented work applies to a city-scale risk and resilience evaluation. The nonductile reinforced concrete building (NDRCB) stock—typically, pre-1974 structures in the U.S.—is a well-known high-risk group for seismic hazards. Prior studies indicate that there are approximately 1500 NDRCBs in Los Angeles. Through various ordinances, the owners are currently required to choose between demolition and, when appropriate, seismic retrofitting. Because fulfilling these ordinances will take decades, the potential risk of major losses will persist. In this study, a method for automated development of structural analysis models and damage fragilities for non-ductile moment-resisting frames is established. This capability enables seismic risk assessment at a regional scale using relatively limited building metadata and the era-specific seismic design code. The approach is used first to develop archetypal models in OpenSees, verified through static pushover and nonlinear time-history analyses against prior detailed studies. Fragility curves for discrete damage states are developed through a probabilistic seismic demand model. Additional investigations are carried out to consider the influence of soil-structural interaction effects and to determine the most suitable seismic intensity measures to quantify the seismic damage levels of NDRCB frames. The sensitivity of the proposed modeling method to variations/uncertainties in building configurations and properties is also examined through parametric studies. The method is limited to a particular subcategory of NDRBCs—namely, moment-resisting frames—but extensions to other types appear straightforward.
AbstractList The nonductile reinforced concrete building (NDRCB) stock—typically, pre-1974 structures in the U.S.—is a well-known high-risk group for seismic hazards. Prior studies indicate that there are approximately 1500 NDRCBs in Los Angeles. Through various ordinances, the owners are currently required to choose between demolition and, when appropriate, seismic retrofitting. Because fulfilling these ordinances will take decades, the potential risk of major losses will persist. In this study, a method for automated development of structural analysis models and damage fragilities for non-ductile moment-resisting frames is established. This capability enables seismic risk assessment at a regional scale using relatively limited building metadata and the era-specific seismic design code. The approach is used first to develop archetypal models in OpenSees, verified through static pushover and nonlinear time-history analyses against prior detailed studies. Fragility curves for discrete damage states are developed through a probabilistic seismic demand model. Additional investigations are carried out to consider the influence of soil-structural interaction effects and to determine the most suitable seismic intensity measures to quantify the seismic damage levels of NDRCB frames. The sensitivity of the proposed modeling method to variations/uncertainties in building configurations and properties is also examined through parametric studies. The method is limited to a particular subcategory of NDRBCs—namely, moment-resisting frames—but extensions to other types appear straightforward.
•Automated modeling and fragility assessment is proposed for nonductile buildings.•The effect of soil-structural interaction on damage fragilities is investigated.•The most suitable intensity measures for seismic risk assessment are suggested.•The sensitivity of the proposed approach is evaluated through parametric studies.•The presented work applies to a city-scale risk and resilience evaluation. The nonductile reinforced concrete building (NDRCB) stock—typically, pre-1974 structures in the U.S.—is a well-known high-risk group for seismic hazards. Prior studies indicate that there are approximately 1500 NDRCBs in Los Angeles. Through various ordinances, the owners are currently required to choose between demolition and, when appropriate, seismic retrofitting. Because fulfilling these ordinances will take decades, the potential risk of major losses will persist. In this study, a method for automated development of structural analysis models and damage fragilities for non-ductile moment-resisting frames is established. This capability enables seismic risk assessment at a regional scale using relatively limited building metadata and the era-specific seismic design code. The approach is used first to develop archetypal models in OpenSees, verified through static pushover and nonlinear time-history analyses against prior detailed studies. Fragility curves for discrete damage states are developed through a probabilistic seismic demand model. Additional investigations are carried out to consider the influence of soil-structural interaction effects and to determine the most suitable seismic intensity measures to quantify the seismic damage levels of NDRCB frames. The sensitivity of the proposed modeling method to variations/uncertainties in building configurations and properties is also examined through parametric studies. The method is limited to a particular subcategory of NDRBCs—namely, moment-resisting frames—but extensions to other types appear straightforward.
Author Lesgidis, Nikolaos
Chen, Peng-Yu
Sextos, Anastasios
Taciroglu, Ertugrul
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CitedBy_id crossref_primary_10_1061_AOMJAH_AOENG_0041
crossref_primary_10_1016_j_oceaneng_2024_119542
crossref_primary_10_1038_s41598_025_95097_5
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Issue 3
Keywords Soil-Structure interaction
Nonductile reinforced concrete building
Sensitive analysis
Fragility curve
Optimal intensity measurement
Language English
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Snippet •Automated modeling and fragility assessment is proposed for nonductile buildings.•The effect of soil-structural interaction on damage fragilities is...
The nonductile reinforced concrete building (NDRCB) stock—typically, pre-1974 structures in the U.S.—is a well-known high-risk group for seismic hazards. Prior...
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SubjectTerms Fragility curve
Nonductile reinforced concrete building
Optimal intensity measurement
Sensitive analysis
Soil-Structure interaction
Title A Method for automated development of model and fragility inventories of nonductile reinforced concrete buildings
URI https://dx.doi.org/10.1016/j.rcns.2023.08.002
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