Impact of the Hypocenter Location of a Mw7.0 Scenario Earthquake on the Hayward Fault on the Seismic Response of Tall Buildings in San Francisco

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
James Bantis, Eduardo Miranda, Pablo Heresi
{"title":"Impact of the Hypocenter Location of a Mw7.0 Scenario Earthquake on the Hayward Fault on the Seismic Response of Tall Buildings in San Francisco","authors":"James Bantis,&nbsp;Eduardo Miranda,&nbsp;Pablo Heresi","doi":"10.1002/eqe.4339","DOIUrl":null,"url":null,"abstract":"<div>\n \n <p>A regional seismic risk assessment of the tallest 150 buildings in the Financial District of the city of San Francisco, California is conducted when subjected to three hypothetical M<sub>w</sub>7.0 earthquakes on the Hayward Fault with different hypocenters, but rupturing the same area, situated to the north, east, and south of the Financial District. The analyses are conducted using a probabilistic Monte Carlo-based framework previously proposed by the authors, which uses reduced-order models with linear-elastic analyses to perform simplified site-response analyses at each site and compute responses of each building in both principal orientations. The combined effect of the hypocenter location and building orientation on the hazard and building responses is carefully analyzed. Results indicate that peak building inter-story drift ratios may change by as much as 20% with a change in the hypocenter location along the Hayward Fault, suggesting that regional seismic risk assessments for a scenario earthquake should consider multiple hypocenter locations for a given rupture area. Furthermore, peak building inter-story drift ratios can change by as much as 34% with a change in both the hypocenter location along the Hayward Fault and the building principal orientation. Building inter-story drift ratios at different building heights (i.e., not just where inter-story drift ratios are maximum) can also change by much more than 34% with a change in the hypocenter location. This study also compares the hazard and building responses computed with the proposed framework to those computed with a commonly used Ground Motion Model (GMM). Results show that current GMMs overestimate response spectral ordinates for longer periods of vibration at shallow, soft-soil sites, consequently leading to overestimations in displacement-based responses of tall buildings.</p>\n </div>","PeriodicalId":11390,"journal":{"name":"Earthquake Engineering & Structural Dynamics","volume":"54 8","pages":"1975-1991"},"PeriodicalIF":4.3000,"publicationDate":"2025-03-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Earthquake Engineering & Structural Dynamics","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/eqe.4339","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

A regional seismic risk assessment of the tallest 150 buildings in the Financial District of the city of San Francisco, California is conducted when subjected to three hypothetical Mw7.0 earthquakes on the Hayward Fault with different hypocenters, but rupturing the same area, situated to the north, east, and south of the Financial District. The analyses are conducted using a probabilistic Monte Carlo-based framework previously proposed by the authors, which uses reduced-order models with linear-elastic analyses to perform simplified site-response analyses at each site and compute responses of each building in both principal orientations. The combined effect of the hypocenter location and building orientation on the hazard and building responses is carefully analyzed. Results indicate that peak building inter-story drift ratios may change by as much as 20% with a change in the hypocenter location along the Hayward Fault, suggesting that regional seismic risk assessments for a scenario earthquake should consider multiple hypocenter locations for a given rupture area. Furthermore, peak building inter-story drift ratios can change by as much as 34% with a change in both the hypocenter location along the Hayward Fault and the building principal orientation. Building inter-story drift ratios at different building heights (i.e., not just where inter-story drift ratios are maximum) can also change by much more than 34% with a change in the hypocenter location. This study also compares the hazard and building responses computed with the proposed framework to those computed with a commonly used Ground Motion Model (GMM). Results show that current GMMs overestimate response spectral ordinates for longer periods of vibration at shallow, soft-soil sites, consequently leading to overestimations in displacement-based responses of tall buildings.

海沃德断层Mw7.0情景地震震源位置对旧金山高层建筑地震反应的影响
对加利福尼亚州旧金山市金融区最高的150座建筑进行了区域地震风险评估,在海沃德断层上发生了三次Mw7.0级地震,震源不同,但破裂的区域相同,分别位于金融区的北部、东部和南部。分析使用作者先前提出的基于蒙特卡罗的概率框架进行,该框架使用具有线性弹性分析的降阶模型在每个站点执行简化的站点响应分析,并计算每个建筑物在两个主要方向上的响应。详细分析了震源位置和建筑物朝向对地震危险性和建筑物反应的综合影响。结果表明,沿海沃德断层,随着震源位置的变化,峰值建筑物层间漂移比可能会变化多达20%,这表明,对一个情景地震的区域地震风险评估应考虑给定断裂区域的多个震源位置。此外,随着震源沿海沃德断层位置和建筑物主体朝向的变化,峰值建筑物层间漂移比可变化34%。随着震源位置的变化,不同建筑高度(即不仅仅是楼层间漂移比最大的地方)的建筑层间漂移比也会发生34%以上的变化。本研究还比较了使用拟议框架计算的危险性和建筑物反应与使用常用的地面运动模型(GMM)计算的危险性和建筑物反应。结果表明,目前的GMMs高估了浅层软土场地较长时间振动的响应谱坐标,从而导致高层建筑基于位移的响应高估。
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
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
×
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