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Physics-Driven Based Resilience Analysis of Interdependent Civil Infrastructure Systems—A Case Study in Hong Kong

机译:基于物理驱动的相互依赖的民用基础设施系统的弹性分析-以香港为例

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Operationalizing resilience principles, in particular when interdependency is considered, remains a major challenge. Using two interconnected infrastructure systems in an urban district of Hong Kong as case study, this paper conducts a precursor vulnerability analysis and investigates their resilience and interdependency in respond to weather-related events. The study incorporates relevant infrastructure information using the ArcGIS platform and integrates the physics-driven vulnerability analysis methods from the two distinct knowledge domains. Cascading effects are also delineated using an empirical nominal damage function. The research findings show that the incapacity of vulnerable components in one infrastructure system could degrade the performance of sub-systems of other infrastructures, and even lead to their network-level resilience performance deterioration. This research combines the multiple approaches for quantitative infrastructure vulnerability analysis and lays technical foundation for subsequent restoration and adaptability analysis of infrastructure resilience, and provides an interactive and integrative environment for resilience analysis from multidisciplinary perspectives.
机译:弹性原则的可操作性,尤其是在考虑到相互依赖性时,仍然是一个重大挑战。本文以香港市区的两个相互连接的基础设施系统为案例研究,进行了先兆脆弱性分析,并研究了它们在应对天气相关事件时的弹性和相互依赖性。这项研究使用ArcGIS平台整合了相关的基础架构信息,并整合了来自两个不同知识领域的物理驱动的漏洞分析方法。还使用经验标称损伤函数来描述级联效应。研究结果表明,一个基础架构系统中易受攻击的组件的功能丧失可能会降低其他基础架构的子系统的性能,甚至导致其网络级别的弹性性能下降。这项研究结合了定量基础设施脆弱性分析的多种方法,并为后续基础设施弹性的恢复和适应性分析奠定了技术基础,并从多学科的角度为交互式弹性分析提供了一个互动和整合的环境。

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