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Scenario-based resilience assessment framework for critical infrastructure systems: Case study for seismic resilience of seaports

机译:关键基础设施系统的基于情景的复原力评估框架:海港地震复原力的案例研究

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摘要

A number of metrics in the past have been proposed and numerically implemented to assess the overall performance of large systems during natural disasters and their recovery in the aftermath of the events. Among such performance measures, resilience is a reliable metric. This paper proposes a probabilistic framework for scenario-based resilience assessment of infrastructure systems. The method accounts for uncertainties in the process including the correlation of the earthquake intensity measures, fragility assessment of structural components, estimation of repair requirements, the repair process, and finally the service demands. The proposed method is applied to a hypothetical seaport terminal and the system level performance of the seaport is assessed using various performance metrics. Results of this analysis have shown that medium to large seismic events may significantly disrupt the operation of seaports right after the event and the recovery process may take months. The proposed framework will enable port stakeholders to systematically assess the most-likely performance of the system during expected future earthquake events.
机译:过去已经提出并以数值方式实施了许多指标,以评估自然灾害期间大型系统的整体性能以及事件发生后的恢复情况。在这些性能指标中,弹性是可靠的指标。本文提出了一种基于概率的基础架构系统弹性评估的概率框架。该方法考虑了过程中的不确定性,包括地震烈度测度的相关性,结构部件的易损性评估,维修要求的估计,维修过程以及最终的服务要求。所提出的方法被应用于假设的海港终端,并且使用各种性能指标来评估海港的系统级性能。分析结果表明,中到大型地震事件可能在地震发生后立即严重破坏海港的运作,恢复过程可能需要数月的时间。拟议的框架将使港口利益相关者能够在预期的未来地震事件中系统地评估系统最可能的性能。

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