基于简化回归模型的低层砌体结构地震危险性和易损性评估

IF 4.1 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Si-Qi Li, Peng-Chi Chen
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引用次数: 0

摘要

地震易损性是地震风险和大尺度区域地震恢复模型发展的核心要素。低层砌体结构在世界各地有着悠久的历史和广泛的应用。然而,考虑温度影响的低层砌体结构地震易损性及风险评估研究较少。本文提出了一种简化的低层砌体结构地震易损性评价函数。创新性地提出了考虑提高易损性等级和温度场效应的地震风险方法,并基于四川汶川地震(1228栋建筑)和新疆昭苏地震(1640栋建筑)两个典型震害数据集,建立了优化的易损性概率矩阵。此外,选取了12个实际地震台站的2108、103个WC地震加速度记录,进行了动力时程和频谱分析。为探讨不同温度场对低层砌体结构易损性的影响,对两次典型地震(WC和ZS)温度效应下的结构损伤数据进行分类和统计分析。采用非线性回归算法,创新性地建立了考虑温度影响的不同烈度带地震易损性对比曲线。提出了一种新的地震易损性和风险指数函数,用于评价低层砌体结构的损伤模式。根据WC地震的现场观测,已经报道了典型的结构破坏场。结果表明,所建立的简化易损性回归模型能够有效地评价低层结构的地震危险性和易损性,对建立大尺度区域结构的地震危险性和恢复力分布具有积极作用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Assessment of the seismic risk and vulnerability of low-rise masonry structures considering a simplified regression model

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.

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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.
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