{"title":"基于概率与经验估计策略的建筑集群地震易损性与经济损失分析","authors":"Si-Qi Li","doi":"10.1007/s43452-025-01234-2","DOIUrl":null,"url":null,"abstract":"<div><p>The effects of earthquakes of multiple intensities on engineering buildings directly cause many structural failures, economic losses, and displacement. Furthermore, various building structures exhibit diverse seismic vulnerabilities and risk characteristics under different temperatures. Structural earthquake vulnerability and loss of typical engineering structures under multiple temperatures and low- to medium-seismic intensities have been proposed to study seismic vulnerability and loss estimation models considering probabilistic seismic risk and temperature effects. Temperature models were established for nine typical cities (earthquake-prone regions) within Yunnan Province. An innovative model for estimating the number of outdoor shelters considering the seismic fragility of buildings and the dominance of temperature fields has been proposed. Using empirical and mathematical statistical techniques, the developed model was validated and analysed via four types (adobe and wooden (AW) buildings, brick and timber (BT) structures, multistory masonry (MM) structures, and reinforced concrete frame (RCF) structures) of structural survey data (31,356.347 m<sup>2</sup>) from two destructive earthquakes (Dayao-N and Dayao-L) that occurred in Dayao County, Yunnan Province, China, on July 21, 2003, and October 16, 2003. Using probability risk and nonlinear regression methods, seismic loss and risk index curves and economic loss distributions were established for four building clusters considering empirical and temperature effects. Using the method of cumulative estimation of failure and loss, seismic loss and risk models were generated. A statistical analysis of the distribution of the number of outdoor shelters considering a dataset of actual damage to four types of buildings under different temperatures and earthquake intensities was performed. An updated seismic risk membership index curve was generated for four buildings on the basis of temperature and moderate- to low-intensity measures.</p></div>","PeriodicalId":55474,"journal":{"name":"Archives of Civil and Mechanical Engineering","volume":"25 4","pages":""},"PeriodicalIF":4.4000,"publicationDate":"2025-05-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Seismic fragility and financial loss analysis of building clusters on the basis of probability and empirical estimation strategies\",\"authors\":\"Si-Qi Li\",\"doi\":\"10.1007/s43452-025-01234-2\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The effects of earthquakes of multiple intensities on engineering buildings directly cause many structural failures, economic losses, and displacement. Furthermore, various building structures exhibit diverse seismic vulnerabilities and risk characteristics under different temperatures. Structural earthquake vulnerability and loss of typical engineering structures under multiple temperatures and low- to medium-seismic intensities have been proposed to study seismic vulnerability and loss estimation models considering probabilistic seismic risk and temperature effects. Temperature models were established for nine typical cities (earthquake-prone regions) within Yunnan Province. An innovative model for estimating the number of outdoor shelters considering the seismic fragility of buildings and the dominance of temperature fields has been proposed. Using empirical and mathematical statistical techniques, the developed model was validated and analysed via four types (adobe and wooden (AW) buildings, brick and timber (BT) structures, multistory masonry (MM) structures, and reinforced concrete frame (RCF) structures) of structural survey data (31,356.347 m<sup>2</sup>) from two destructive earthquakes (Dayao-N and Dayao-L) that occurred in Dayao County, Yunnan Province, China, on July 21, 2003, and October 16, 2003. Using probability risk and nonlinear regression methods, seismic loss and risk index curves and economic loss distributions were established for four building clusters considering empirical and temperature effects. Using the method of cumulative estimation of failure and loss, seismic loss and risk models were generated. A statistical analysis of the distribution of the number of outdoor shelters considering a dataset of actual damage to four types of buildings under different temperatures and earthquake intensities was performed. An updated seismic risk membership index curve was generated for four buildings on the basis of temperature and moderate- to low-intensity measures.</p></div>\",\"PeriodicalId\":55474,\"journal\":{\"name\":\"Archives of Civil and Mechanical Engineering\",\"volume\":\"25 4\",\"pages\":\"\"},\"PeriodicalIF\":4.4000,\"publicationDate\":\"2025-05-26\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Archives of Civil and Mechanical Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s43452-025-01234-2\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Archives of Civil and Mechanical Engineering","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s43452-025-01234-2","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Seismic fragility and financial loss analysis of building clusters on the basis of probability and empirical estimation strategies
The effects of earthquakes of multiple intensities on engineering buildings directly cause many structural failures, economic losses, and displacement. Furthermore, various building structures exhibit diverse seismic vulnerabilities and risk characteristics under different temperatures. Structural earthquake vulnerability and loss of typical engineering structures under multiple temperatures and low- to medium-seismic intensities have been proposed to study seismic vulnerability and loss estimation models considering probabilistic seismic risk and temperature effects. Temperature models were established for nine typical cities (earthquake-prone regions) within Yunnan Province. An innovative model for estimating the number of outdoor shelters considering the seismic fragility of buildings and the dominance of temperature fields has been proposed. Using empirical and mathematical statistical techniques, the developed model was validated and analysed via four types (adobe and wooden (AW) buildings, brick and timber (BT) structures, multistory masonry (MM) structures, and reinforced concrete frame (RCF) structures) of structural survey data (31,356.347 m2) from two destructive earthquakes (Dayao-N and Dayao-L) that occurred in Dayao County, Yunnan Province, China, on July 21, 2003, and October 16, 2003. Using probability risk and nonlinear regression methods, seismic loss and risk index curves and economic loss distributions were established for four building clusters considering empirical and temperature effects. Using the method of cumulative estimation of failure and loss, seismic loss and risk models were generated. A statistical analysis of the distribution of the number of outdoor shelters considering a dataset of actual damage to four types of buildings under different temperatures and earthquake intensities was performed. An updated seismic risk membership index curve was generated for four buildings on the basis of temperature and moderate- to low-intensity measures.
期刊介绍:
Archives of Civil and Mechanical Engineering (ACME) publishes both theoretical and experimental original research articles which explore or exploit new ideas and techniques in three main areas: structural engineering, mechanics of materials and materials science.
The aim of the journal is to advance science related to structural engineering focusing on structures, machines and mechanical systems. The journal also promotes advancement in the area of mechanics of materials, by publishing most recent findings in elasticity, plasticity, rheology, fatigue and fracture mechanics.
The third area the journal is concentrating on is materials science, with emphasis on metals, composites, etc., their structures and properties as well as methods of evaluation.
In addition to research papers, the Editorial Board welcomes state-of-the-art reviews on specialized topics. All such articles have to be sent to the Editor-in-Chief before submission for pre-submission review process. Only articles approved by the Editor-in-Chief in pre-submission process can be submitted to the journal for further processing. Approval in pre-submission stage doesn''t guarantee acceptance for publication as all papers are subject to a regular referee procedure.