Development of seismic risk models for low-rise masonry structures considering age and deterioration effects

IF 3.8 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Si-Qi Li, Peng-Fei Qin, Peng-Chi Chen, Lin-Lin Zheng, Can Zhang
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Abstract

Many seismic damage field observations of masonry structures indicate that buildings constructed in different eras differ in terms of seismic risk and vulnerability under time-varying deterioration. However, the age deterioration effect is rarely considered in structural seismic vulnerability analysis, challenging the accuracy of the developed seismic risk model assessment. This paper considers the impact of age deterioration on seismic hazard and vulnerability, and an innovative probabilistic seismic hazard and risk model was developed. Using earthquake hazard theory and 1452,582 accelerations monitored by 11 stations during the 2008 Wenchuan earthquake in China, dynamic time history and response spectrum curves were generated considering the directionality of ground motion. Using the innovative model developed, the seismic vulnerability grade of 1228 low-rise masonry structures (Dujiangyan city) affected by the Wenchuan earthquake that the author investigated was evaluated, and a failure probability matrix of low-rise masonry structures considering the influence of age deterioration was established. A nonlinear fitting function was proposed to assess the seismic vulnerability of low-rise masonry structures, and vulnerability curves were generated via the developed empirical dataset. According to multiple onsite structural damage observations, there is a correlation between adjacent vulnerability and intensity grades. To study the correlation between the adjoining vulnerability grades of low-rise masonry structures under the influence of aging and different seismic intensity measures, an innovative structural seismic risk index model considering empirical and probabilistic algorithms (vulnerability correlation index (VCI) and intensity–vulnerability correlation index (IVCI)) has been proposed. On the basis of the seismic damage dataset, seismic risk curves for low-rise masonry structures were generated, considering the influence of age deterioration.

考虑龄期和劣化影响的低层砌体结构地震风险模型的建立
大量砌体结构震害现场观测表明,不同年代建造的砌体结构在时变劣化条件下的地震危险性和易损性存在差异。然而,在结构地震易损性分析中很少考虑龄期劣化效应,这对现有地震风险模型评估的准确性提出了挑战。本文考虑了年龄退化对地震危险性和易损性的影响,建立了一种创新的概率地震危险性和易损性模型。利用地震危险性理论,结合2008年中国汶川地震11个台站监测到的1452,582个加速度,生成了考虑地面运动方向性的地震动力时程和响应谱曲线。利用所建立的创新模型,对笔者所调查的都江堰市1228栋低层砌体结构在汶川地震中的地震易损性等级进行了评价,建立了考虑龄期劣化影响的低层砌体结构破坏概率矩阵。提出了一种非线性拟合函数来评估低层砌体结构的地震易损性,并利用开发的经验数据集生成易损性曲线。根据多次现场结构损伤观测,相邻易损性与烈度等级之间存在相关性。为研究老化影响下低层砌体结构相邻易损性等级与不同烈度措施之间的相关性,提出了一种结合经验和概率算法的创新结构地震风险指数模型(易损性相关指数(VCI)和烈度-易损性相关指数(IVCI))。在震害数据集的基础上,生成了考虑龄期劣化影响的低层砌体结构地震风险曲线。
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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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