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Fragility surfaces for multi-hazard analysis of suspension bridges under earthquakes and microbursts

机译:用于地震和微爆的悬索桥多危害分析的易碎表面

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The flexible nature of long-span suspension bridges increases their vulnerability to dynamic excitations such as winds and earthquakes. Non-stationary and transient wind events such as microbursts have the potential to create even more damage to these flexible structures. The problem becomes even more apparent when a structure is expected to undergo multiple extreme events. This paper aims to present a multi-hazard framework that assesses the vulnerability of a suspension bridge to earthquake and extreme wind events. For this purpose, specific damage states for wind and earthquake have been defined. Then, fragility curves and surfaces are generated to estimate the exceedance probability of different damage states throughout the structure as it undergoes multiple extreme events. The probability convolution theory is then used to assess the annual probability of failure considering the likelihood of occurrence of damage and likelihood of occurrence of each of the extreme events. The proposed framework will provide a meaningful procedure to calculate and communicate the risks from multiple extreme events on suspension bridges.
机译:大跨度悬索桥的柔韧性增加了它们对诸如风和地震之类的动态激励的脆弱性。非平稳和瞬态风事件(如微暴)有可能对这些柔性结构造成更大的破坏。当一个结构要经历多个极端事件时,问题变得更加明显。本文旨在提出一种多灾种框架,评估悬索桥对地震和极端风灾的脆弱性。为此,已经定义了针对风和地震的特定损坏状态。然后,生成易碎曲线和表面,以估计整个结构在经历多个极端事件时不同破坏状态的超出概率。然后,将概率卷积理论用于考虑损坏发生可能性和每个极端事件发生可能性的年度故障概率。拟议的框架将提供有意义的程序来计算和传达悬索桥上多个极端事件的风险。

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