相互依存
改装
脆弱性(计算)
关键基础设施
抗震改造
弹性(材料科学)
风险分析(工程)
地震风险
计算机科学
工程类
土木工程
可靠性工程
业务
计算机安全
结构工程
政治学
物理
热力学
法学
钢筋混凝土
作者
Chuang Liu,Min Ouyang,Zijun Mao,Xiaolin Xu
摘要
Abstract Urban infrastructure systems play essential roles in the smooth functioning of modern society but are also threatened by seismic hazards in the earthquake‐prone areas. Retrofitting critical components of those systems has been considered as the most frequently used mitigation strategy in both the literature and practice. The seismic retrofit budget is usually limited, then it needs to identify a set of critical components to be retrofitted, which is generally formulated as a seismic retrofit optimization problem. This article proposes a multi‐perspective modeling and solution framework for the seismic retrofit optimization of urban infrastructure systems, which allows choosing different performance measures including vulnerability, resilience loss and economic loss as the objective function. The proposed framework can be used to explore how different performance measures and the infrastructure interdependencies affect the seismic retrofit decision. Taking the interdependent Shelby power and gas systems as an example, results show that if considering single systems, the optimal economic loss‐based performance improvement ratio (PIR) is larger than the best resilience loss‐based PIR, which is larger than the vulnerability‐based PIR; if considering interdependent systems, the interdependency intensity is indeed a key factor affecting the retrofit decision.
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