Mainshock–aftershock seismic fragility assessment of civil structures: A state-of-the-art review

Muhammad Rashid, Mayuko Nishio
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Abstract

Sequential seismic events occur worldwide, which impose significant threats to the safety and serviceability of Civil infrastructure, especially buildings and bridges. Fragility functions are imperative to support decision-making tools for potential seismic risk identification and its impact on structural performance during sequential earthquakes. The increasing number of publications shows a notable increase in interest among researchers and the scientific community in this domain. This study presents a systematic review of available resources and techniques for structural performance and fragility evaluation subjected to mainshock–aftershock seismic loading. Efforts have been made to focus on the salient features of various approaches rather than criticizing the mathematical frameworks and associated analysis approaches. Existing knowledge related to the effect of sequential seismic loading on buildings and bridge infrastructures and their fragility estimates is presented concisely. The paper concludes by detailing the opportunities for future developments in the fragility analysis of Civil infrastructure under sequential seismic hazard. This would encourage stakeholders and decision-makers to put into practice their applications for risk mitigation, recovery planning, and well-informed decision-making.

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土木结构主震-余震地震易损性评估:最新进展
连续地震事件在世界范围内发生,对民用基础设施,特别是建筑物和桥梁的安全性和可使用性构成重大威胁。脆弱性函数是支持潜在地震风险识别及其对连续地震中结构性能影响的决策工具的必要条件。越来越多的出版物表明,研究人员和科学界对这一领域的兴趣显著增加。本研究对结构在主震-余震地震荷载作用下的性能和易损性评估的现有资源和技术进行了系统回顾。努力集中在各种方法的显著特征上,而不是批评数学框架和相关的分析方法。简要介绍了有关连续地震荷载对建筑物和桥梁基础设施的影响及其易损性估计的现有知识。最后,详细介绍了序震灾害下民用基础设施脆弱性分析的未来发展机遇。这将鼓励利益攸关方和决策者将其应用于风险缓解、恢复规划和知情决策。
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