Seismic vulnerability model development based on Bayesian parameter estimation: Application to the South Iceland loss data

IF 3.8 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Mojtaba Moosapoor, Bjarni Bessason, Birgir Hrafnkelsson, Rajesh Rupakhety, Atefe Darzi, Jón Örvar Bjarnason, Sigurður Erlingsson
{"title":"Seismic vulnerability model development based on Bayesian parameter estimation: Application to the South Iceland loss data","authors":"Mojtaba Moosapoor,&nbsp;Bjarni Bessason,&nbsp;Birgir Hrafnkelsson,&nbsp;Rajesh Rupakhety,&nbsp;Atefe Darzi,&nbsp;Jón Örvar Bjarnason,&nbsp;Sigurður Erlingsson","doi":"10.1007/s10518-025-02145-6","DOIUrl":null,"url":null,"abstract":"<div><p>Assessment of the seismic fragility and vulnerability of buildings is crucial in the evaluation of seismic risk. Our study employs a vulnerability model that is specifically developed and calibrated for the target building portfolio, providing a comprehensive and accurate representation of underlying behavior and characteristics of the buildings. This article presents the first application of a Bayesian Markov-Chain Monte Carlo (MCMC) method to quantify the seismic vulnerability of buildings using zero-inflated beta regression (ZIBR) models. Losses inflicted by the South Iceland earthquakes of June 2000 and May 2008 to low-rise residential buildings, registered in two independent building-by-building datasets, are investigated. Effects of different factors such as construction material, building height, and the status of seismic design code at the time of construction in overall performance of the buildings affected are explored and discussed. Although ZIBR models have previously been calibrated for these two datasets, the MCMC method applied in this work presents an added value in improving error estimates and determining posterior distributions of the model parameters and the predicted seismic vulnerability. The calibrated models provide distributions of damage factors of the affected buildings as functions of ground shaking intensity measures (IMs), which in this study are taken as the peak ground acceleration (PGA), as in previous studies; in addition, the average spectral acceleration (AvgSa) is also tested as an IM for the loss data. The comparison of the two datasets revealed substantial differences in the mean losses between 2000 and 2008 earthquakes. The average losses from the 2000 dataset were found to be approximately double those from the 2008 dataset for a given IM. The results also revealed that the seismic performance of the building stock was improved with the introduction of stronger seismic codes.</p></div>","PeriodicalId":9364,"journal":{"name":"Bulletin of Earthquake Engineering","volume":"23 6","pages":"2765 - 2803"},"PeriodicalIF":3.8000,"publicationDate":"2025-04-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10518-025-02145-6","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

Abstract

Assessment of the seismic fragility and vulnerability of buildings is crucial in the evaluation of seismic risk. Our study employs a vulnerability model that is specifically developed and calibrated for the target building portfolio, providing a comprehensive and accurate representation of underlying behavior and characteristics of the buildings. This article presents the first application of a Bayesian Markov-Chain Monte Carlo (MCMC) method to quantify the seismic vulnerability of buildings using zero-inflated beta regression (ZIBR) models. Losses inflicted by the South Iceland earthquakes of June 2000 and May 2008 to low-rise residential buildings, registered in two independent building-by-building datasets, are investigated. Effects of different factors such as construction material, building height, and the status of seismic design code at the time of construction in overall performance of the buildings affected are explored and discussed. Although ZIBR models have previously been calibrated for these two datasets, the MCMC method applied in this work presents an added value in improving error estimates and determining posterior distributions of the model parameters and the predicted seismic vulnerability. The calibrated models provide distributions of damage factors of the affected buildings as functions of ground shaking intensity measures (IMs), which in this study are taken as the peak ground acceleration (PGA), as in previous studies; in addition, the average spectral acceleration (AvgSa) is also tested as an IM for the loss data. The comparison of the two datasets revealed substantial differences in the mean losses between 2000 and 2008 earthquakes. The average losses from the 2000 dataset were found to be approximately double those from the 2008 dataset for a given IM. The results also revealed that the seismic performance of the building stock was improved with the introduction of stronger seismic codes.

基于贝叶斯参数估计的地震易损性模型建立:在南冰岛损失数据中的应用
建筑物的地震易损性和易损性评估是地震风险评估的关键。我们的研究采用了一个专门为目标建筑组合开发和校准的脆弱性模型,为建筑物的潜在行为和特征提供了一个全面而准确的表示。本文首次应用贝叶斯马尔可夫链蒙特卡罗(MCMC)方法,利用零膨胀β回归(ZIBR)模型量化建筑物的地震易损性。2000年6月和2008年5月南冰岛地震对低层住宅造成的损失,在两个独立的逐栋建筑数据集中进行了调查。探讨了建筑材料、建筑高度、施工时抗震设计规范的现状等不同因素对建筑整体性能的影响。虽然ZIBR模型之前已经针对这两个数据集进行了校准,但在这项工作中应用的MCMC方法在改进误差估计和确定模型参数的后验分布以及预测地震易损性方面具有附加价值。校正后的模型提供了受影响建筑物损伤因子随地震动烈度(IMs)的分布,本研究与以往研究一样,将其作为峰值地加速度(PGA);此外,还测试了平均谱加速度(AvgSa)作为损耗数据的IM。这两个数据集的比较揭示了2000年和2008年地震的平均损失的巨大差异。对于给定的IM, 2000年数据集的平均损失大约是2008年数据集的两倍。结果还表明,随着更强的抗震规范的引入,建筑材料的抗震性能得到了改善。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
Bulletin of Earthquake Engineering
Bulletin of Earthquake Engineering 工程技术-地球科学综合
CiteScore
8.90
自引率
19.60%
发文量
263
审稿时长
7.5 months
期刊介绍: Bulletin of Earthquake Engineering presents original, peer-reviewed papers on research related to the broad spectrum of earthquake engineering. The journal offers a forum for presentation and discussion of such matters as European damaging earthquakes, new developments in earthquake regulations, and national policies applied after major seismic events, including strengthening of existing buildings. Coverage includes seismic hazard studies and methods for mitigation of risk; earthquake source mechanism and strong motion characterization and their use for engineering applications; geological and geotechnical site conditions under earthquake excitations; cyclic behavior of soils; analysis and design of earth structures and foundations under seismic conditions; zonation and microzonation methodologies; earthquake scenarios and vulnerability assessments; earthquake codes and improvements, and much more. This is the Official Publication of the European Association for Earthquake Engineering.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信