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Life-Cycle Seismic Resilience of Bridges and Infrastructure Networks

机译:桥梁和基础设施网络的生命周期地震恢复力

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Resilience has gained a prominent importance in design, assessment, maintenance, and management of structures and infrastructure systems exposed to extreme events, such as earthquakes. In particular, the resilience of bridges and road infrastructure networks is crucial in the emergency response to seismic events to avoid outages and disruptions of critical facilities and ensure both a quick deployment of aids and resources to distressed communities and a prompt repair of lifelines and buildings. However, seismic resilience is affected over time by aging and deterioration processes of materials and structures. In fact, the detrimental effects of environmental aggressiveness can modify the seismic performance and functionality and, consequently, make the system resilience depending on the time of occurrence of the seismic event [1]. This lecture presents a probabilistic framework for life-cycle seismic assessment of deteriorating bridges and resilience analysis of road infrastructure networks considering the interaction of seismic and environmental hazards [2, 3]. The time-variant seismic fragilities associated with limit states are computed for single bridges and traffic analysis is carried out at both component and network levels to assess the time-variant system functionality and seismic resilience of the road network. This approach is applied to reinforced concrete bridges and highway networks with detours and re-entry links. Bridges are exposed to chloride-induced corrosion and earthquake scenarios with different magnitude and epicenter location and the road infrastructure is upgraded over time with additional network branches. The results show that the network functionality is substantially reduced by seismic damage, particularly when important traffic restrictions are applied and traffic flow cannot be detoured. The functionality drop and its impact on the post-event recovery process and time-variant resilience are exacerbated by the combined effects of seismic damage and structural deterioration. Consequently, risk mitigation strategies may require repair interventions and network upgrades. This indicates the importance of a multi-hazard life-cycle-oriented approach to seismic design of resilient structures and infrastructure systems.
机译:弹性在面向极端事件(如地震)的结构和基础设施系统的设计,评估,维护和管理方面取得了突出的重要性。特别是,桥梁和道路基础设施网络的恢复性在对地震事件的紧急响应中至关重要,以避免关键设施的停电和中断,并确保快速部署艾滋病和资源对陷入困境的社区,并及时修复生命线和建筑物。然而,通过老化和材料和结构的恶化过程随着时间的推移而受到抗震性的影响。事实上,环境侵袭性的不利影响可以修改地震性能和功能,因此,根据地震事件发生的时间,使系统恢复能力[1]。考虑到地震和环境危害的相互作用[2,3],本讲座对生命周期地震评估的概率循环评估和道路基础设施网络的弹性分析进行了概率框架。计算与限制状态相关的时变震件用于单个桥梁,并且在组件和网络电平进行交通分析,以评估道路网络的时变系统功能和地震弹性。这种方法适用于钢筋混凝土桥梁和高速公路网络,绕行和重新入口链路。桥梁暴露于氯化物诱导的腐蚀和地震场景,具有不同的幅度和震中位置,并随着额外的网络分支随着时间的推移升级道路基础架构。结果表明,通过地震损坏,网络功能显着降低,特别是当应用重要的交通限制并且流量流不能疏通。通过地震损伤和结构恶化的综合影响,功能下降及其对事件后恢复过程和时变弹性的影响。因此,风险缓解策略可能需要修理干预和网络升级。这表明了一种多灾人生命周期导向方法对弹性结构和基础设施系统的地震设计的重要性。

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