Resilience of city underground infrastructure under multi-hazards impact: From structural level to network level

Hongwei Huang, Dongming Zhang, Zhongkai Huang
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引用次数: 8

Abstract

Underground infrastructure (UI) plays a great important role in the urbanization and modernization of megacities in the world. However, the intensive development of the UI during the past decades has posed great risks to the safety of city infrastructures under the impact of multi-hazards, especially with the condition of global climate change. In this paper, a general conceptualized framework to assess the resilience of UI in cities under multi-hazards impact is proposed. The urban tunnel system, e.g., metro tunnel, road tunnel etc., is selected as the typical underground infrastructure discussed with the emphasis both on the structural level in terms of mechanical behaviors and system level in terms of network efficiency. The hazards discussed in this paper include the natural hazards and human-related ones, with emphasis on earthquake, flood, and aggressive disturbances caused by human activities. After the general framework proposed for resilience of the structural and network behavior of the UI, two application examples are illustrated. The structural resilience of the shield tunnel under earthquake impact is analyzed by using the proposed resilience model, and the network resilience of the road tunnel system under the flood impact due to climate change is analyzed, respectively. The resilience enhancement by using the adaptive design strategy of real-time observational method is mathematically presented in this case. Some other practical engineering recovery measures are briefly discussed at the end of this application example. The findings in the application examples should be helpful to enhance the resilience-based design of the structural and network of tunnels from the component to the system level.

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多灾害影响下城市地下基础设施的弹性:从结构层面到网络层面
地下基础设施在世界特大城市的城市化和现代化建设中发挥着重要作用。然而,近几十年来城市道路的集约化发展,在多种灾害的影响下,特别是在全球气候变化的条件下,给城市基础设施的安全带来了极大的风险。在此基础上,提出了一个综合评价多灾害影响下城市生态系统弹性的概念化框架。本文选取城市隧道系统,如地铁隧道、公路隧道等作为典型的地下基础设施,重点从结构层面的力学行为和系统层面的网络效率两方面进行讨论。本文讨论的灾害包括自然灾害和人为灾害,重点是地震、洪水和人为活动引起的侵略性干扰。在提出了用户界面结构和网络行为弹性的一般框架后,给出了两个应用实例。利用提出的弹性模型对盾构隧道在地震作用下的结构弹性进行了分析,并对气候变化引起的洪水影响下道路隧道系统的网络弹性进行了分析。在此情况下,从数学上提出了采用实时观测方法的自适应设计策略来增强弹性的方法。在此应用实例的最后,简要讨论了其他一些实际的工程回收措施。应用实例的研究结果将有助于提高隧道结构和网络从构件到系统的弹性设计水平。
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