{"title":"Seismic Resilience Assessment of a Regional Bridge Network","authors":"Vahid Aghaeidoost, A. H. M. Muntasir Billah","doi":"10.1002/eqe.4371","DOIUrl":null,"url":null,"abstract":"<p>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.</p>","PeriodicalId":11390,"journal":{"name":"Earthquake Engineering & Structural Dynamics","volume":"54 10","pages":"2403-2418"},"PeriodicalIF":5.0000,"publicationDate":"2025-05-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/eqe.4371","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Earthquake Engineering & Structural Dynamics","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/eqe.4371","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
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.
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.