Seismic fragility and financial loss analysis of building clusters on the basis of probability and empirical estimation strategies

IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL
Si-Qi Li
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引用次数: 0

Abstract

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.

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
多烈度地震对工程建筑的影响直接造成许多结构破坏、经济损失和位移。此外,不同的建筑结构在不同温度下表现出不同的地震脆弱性和风险特征。针对典型工程结构在多种温度和中低烈度条件下的地震易损性和损失,研究了考虑概率地震风险和温度效应的地震易损性和损失估计模型。建立了云南省9个典型城市(地震多发地区)的温度模型。提出了一种考虑建筑物地震易损性和温度场优势的室外避难所数量估算模型。利用经验和数理统计技术,对2003年7月21日和10月16日发生在云南省大姚县的两次破坏性地震(大姚n和大姚l)的结构调查数据(31,356.347 m2)中的四种类型(土坯和木结构(AW)建筑、砖木结构(BT)结构、多层砌体结构(MM)结构和钢筋混凝土框架(RCF)结构进行了验证和分析。利用概率风险和非线性回归方法,建立了考虑经验效应和温度效应的4个建筑群的地震损失和风险指数曲线以及经济损失分布。采用破坏和损失的累积估计方法,建立了地震损失和风险模型。考虑到不同温度和地震烈度下四种类型建筑物的实际损坏数据集,对室外避难所数量的分布进行了统计分析。在温度和中低烈度测量的基础上,生成了四座建筑物的地震风险隶属度曲线。
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来源期刊
Archives of Civil and Mechanical Engineering
Archives of Civil and Mechanical Engineering 工程技术-材料科学:综合
CiteScore
6.80
自引率
9.10%
发文量
201
审稿时长
4 months
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.
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