{"title":"Assessment of the seismic risk and vulnerability of low-rise masonry structures considering a simplified regression model","authors":"Si-Qi Li, Peng-Chi Chen","doi":"10.1007/s10518-025-02199-6","DOIUrl":null,"url":null,"abstract":"<div><p>Seismic vulnerability is a core element of earthquake risk and the development of large-scale regional seismic resilience models. Low-rise masonry structures have a long history and wide application in different regions worldwide. However, relatively few studies have investigated the seismic vulnerability and risk assessment of low-rise masonry structures while considering the influence of temperature. This paper proposes a simplified evaluation function for evaluating the seismic vulnerability of low-rise masonry structures. A seismic risk method considering improved vulnerability levels and temperature field effects is innovatively proposed, and an optimized vulnerability probability matrix based on two typical earthquake damage datasets from China (the Wenchuan (WC) earthquake in Sichuan (1228 buildings) and the Zhaosu (ZS) earthquake in Xinjiang (1640 buildings)) is established. Additionally, 2108,103 acceleration records of the WC earthquake were selected from 12 real seismic stations, and dynamic time history and spectral analyses were conducted. To explore the impact of different temperature fields on the vulnerability of low-rise masonry structures, the structural damage data of two typical earthquakes (WC and ZS) with temperature effects were classified and statistically analysed. A comparison curve of the seismic vulnerability in different intensity zones considering the influence of temperature was innovatively established using a nonlinear regression algorithm. An updated seismic vulnerability and risk index function was developed to evaluate the damage modes of low-rise masonry structures. Typical structural failure fields based on field observations of the WC earthquake have been reported. The results indicate that the developed simplified vulnerability regression model can effectively evaluate the seismic risk and vulnerability of low-rise structures, contributing positively to the establishment of large-scale regional structural seismic risk and resilience distributions.</p></div>","PeriodicalId":9364,"journal":{"name":"Bulletin of Earthquake Engineering","volume":"23 10","pages":"3985 - 4015"},"PeriodicalIF":4.1000,"publicationDate":"2025-06-22","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/s10518-025-02199-6","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
Seismic vulnerability is a core element of earthquake risk and the development of large-scale regional seismic resilience models. Low-rise masonry structures have a long history and wide application in different regions worldwide. However, relatively few studies have investigated the seismic vulnerability and risk assessment of low-rise masonry structures while considering the influence of temperature. This paper proposes a simplified evaluation function for evaluating the seismic vulnerability of low-rise masonry structures. A seismic risk method considering improved vulnerability levels and temperature field effects is innovatively proposed, and an optimized vulnerability probability matrix based on two typical earthquake damage datasets from China (the Wenchuan (WC) earthquake in Sichuan (1228 buildings) and the Zhaosu (ZS) earthquake in Xinjiang (1640 buildings)) is established. Additionally, 2108,103 acceleration records of the WC earthquake were selected from 12 real seismic stations, and dynamic time history and spectral analyses were conducted. To explore the impact of different temperature fields on the vulnerability of low-rise masonry structures, the structural damage data of two typical earthquakes (WC and ZS) with temperature effects were classified and statistically analysed. A comparison curve of the seismic vulnerability in different intensity zones considering the influence of temperature was innovatively established using a nonlinear regression algorithm. An updated seismic vulnerability and risk index function was developed to evaluate the damage modes of low-rise masonry structures. Typical structural failure fields based on field observations of the WC earthquake have been reported. The results indicate that the developed simplified vulnerability regression model can effectively evaluate the seismic risk and vulnerability of low-rise structures, contributing positively to the establishment of large-scale regional structural seismic risk and resilience distributions.
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.