Seismic Resilience Assessment of a Regional Bridge Network

IF 5 2区 工程技术 Q1 ENGINEERING, CIVIL
Vahid Aghaeidoost, A. H. M. Muntasir Billah
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引用次数: 0

Abstract

This study evaluates the seismic resilience of a regional bridge network, focusing on the interconnectedness and interdependence among individual bridges and emergency facilities. A framework for resilience assessment is developed and applied to a bridge network in Vancouver, British Columbia, consisting of 11 bridges across seven main routes. The methodology integrates fragility-based models to calculate network resilience, considering various bridge configurations, including monolithic and seismically isolated bridges. The analysis highlights that bridges with seismic isolation exhibit superior resilience and functionality compared to monolithic bridges, especially under higher seismic intensities. Network damage, reliability, and resilience indices are used to quantify the impact of individual bridge failures on overall network performance. The results demonstrate the importance of bridge type and network topology on resilience, emphasizing that increasing alternative paths between critical nodes enhances network reliability and reduces vulnerability. These findings offer valuable insights for disaster mitigation strategies and infrastructure resilience planning in seismic-prone regions.

Abstract Image

某区域桥梁网的抗震性能评价
本研究评估了区域桥梁网络的抗震能力,重点关注单个桥梁和应急设施之间的互联性和相互依赖性。制定了弹性评估框架,并将其应用于不列颠哥伦比亚省温哥华的一个桥梁网络,该网络由7条主要路线上的11座桥梁组成。该方法集成了基于脆弱性的模型来计算网络弹性,考虑了各种桥梁配置,包括整体式桥梁和地震隔离桥梁。分析强调,与整体桥梁相比,具有隔震功能的桥梁表现出更好的弹性和功能,特别是在更高的地震烈度下。网络损坏、可靠性和弹性指标用于量化单个桥梁故障对整体网络性能的影响。结果表明桥接类型和网络拓扑对弹性的重要性,强调增加关键节点之间的备选路径可以提高网络可靠性并降低脆弱性。这些发现为地震易发地区的减灾战略和基础设施复原力规划提供了有价值的见解。
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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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