Dynamic time-based vulnerability assessment in pursuit of critical infrastructure resilience

M. A. Nekooie, Ghasem Taghizadeh
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Abstract

One of the main principles of critical infrastructure resilience (CIR) is risk assessment for severe shocks caused by natural or man-made disasters. Vulnerability assessment plays an important role in calculating risk. One type of vulnerability assessment is the sequential-function vulnerability assessment, which is based on the network characteristics and interdependencies of different assets. A further significant area of vulnerability among resilient infrastructures relates to time. Time can change interdependencies, it can modify the inherent properties of individual assets, and it can superpose impacts through pathways between receptors and sources during each shock. This study aims to develop a new technique for assessing dynamic time-based vulnerability as a main factor in risk analysis for achieving resilience. In this study, a new analytical equation is developed based on the effect of the source and the interdependencies between the receptors as nodes in the infrastructure network. Direct and indirect impacts on each infrastructure receptor are simulated by impulse functions and Heaviside functions superposed in the total function. The equation for time-based vulnerability assessment for interdependent assets in critical infrastructures is obtained by employing a Laplace transformation. Finally, the developed equation is tested on a hypothetical case study to assess vulnerability.
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关键基础设施弹性的动态基于时间的脆弱性评估
关键基础设施恢复力(CIR)的主要原则之一是对自然或人为灾害造成的严重冲击进行风险评估。脆弱性评估在风险计算中起着重要作用。其中一种脆弱性评估是基于网络特征和不同资产之间相互依赖关系的顺序函数脆弱性评估。弹性基础设施的另一个重要脆弱性领域与时间有关。时间可以改变相互依赖关系,它可以改变单个资产的固有属性,并且可以在每次冲击期间通过受体和源之间的途径叠加影响。本研究旨在开发一种新的技术来评估动态的基于时间的脆弱性,作为实现弹性的风险分析的主要因素。在本研究中,基于源的影响和作为基础网络节点的受体之间的相互依赖关系,建立了一个新的解析方程。通过在总函数中叠加脉冲函数和Heaviside函数来模拟对每个基础设施受体的直接和间接影响。利用拉普拉斯变换,得到了关键基础设施中相互依赖资产基于时间的脆弱性评估方程。最后,通过一个假设的案例研究对所建立的方程进行了验证,以评估脆弱性。
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CiteScore
1.70
自引率
0.00%
发文量
28
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