Zi-yu Liu , Shi-tong Chen , Mo-mo Zhi , Peng-jie Lu
{"title":"考虑多维时变耦合的线性运输断面回弹性评价","authors":"Zi-yu Liu , Shi-tong Chen , Mo-mo Zhi , Peng-jie Lu","doi":"10.1016/j.engstruct.2025.120343","DOIUrl":null,"url":null,"abstract":"<div><div>Transportation infrastructure, as a critical component of urban lifelines, plays a pivotal role in post-disaster emergency passage, directly influencing rescue efficiency and socio-economic operations. However, existing resilience assessment methods for linear sections exhibit significant limitations: on one hand, they fail to adequately capture the dynamic processes of post-disaster emergency passage; on the other hand, these methods are often confined to single-dimensional resilience evaluation indicators, with limited consideration of the coupled relationships and time-varying characteristics among multi-dimensional indicators. To address these issues, a flexible operation mode reflecting the dynamic processes of emergency passage is proposed, based on the post-disaster emergency passage requirements of transportation facilities. A historical case database incorporating flexible operation techniques is established. Resilience evaluation indicators and grading thresholds corresponding to three dimensions—system performance, section characteristics, and topological structure—are proposed. A resilience assessment method that considers the coupling and time-varying effects of multiple dimensions is established, and the method is validated through an analysis of a bridge damaged by flooding. It is demonstrated that the flexible operation case library possesses the characteristics of capacity enhancement, responsiveness and recovery, emergency and temporariness, and time-varying and dynamics, which correspond to the dimensions of system performance, section characteristics, topological structure, and dynamic time variation in the resilience assessment, respectively. Time-varying coupling weights can dynamically reveal the relationships between the flexible operation time and the resilience evaluation dimensions. By employing the resilience assessment method of performance coefficient→time-varying coupling weight→comprehensive evaluation index→assessment decision, the coupling effects between different dimensions can be evaluated, reflecting the comprehensive performance of transportation sections under flexible operation conditions.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"335 ","pages":"Article 120343"},"PeriodicalIF":6.4000,"publicationDate":"2025-04-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Resilience assessment of linear transportation sections considering multi-dimensional time-varying couplings\",\"authors\":\"Zi-yu Liu , Shi-tong Chen , Mo-mo Zhi , Peng-jie Lu\",\"doi\":\"10.1016/j.engstruct.2025.120343\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Transportation infrastructure, as a critical component of urban lifelines, plays a pivotal role in post-disaster emergency passage, directly influencing rescue efficiency and socio-economic operations. However, existing resilience assessment methods for linear sections exhibit significant limitations: on one hand, they fail to adequately capture the dynamic processes of post-disaster emergency passage; on the other hand, these methods are often confined to single-dimensional resilience evaluation indicators, with limited consideration of the coupled relationships and time-varying characteristics among multi-dimensional indicators. To address these issues, a flexible operation mode reflecting the dynamic processes of emergency passage is proposed, based on the post-disaster emergency passage requirements of transportation facilities. A historical case database incorporating flexible operation techniques is established. Resilience evaluation indicators and grading thresholds corresponding to three dimensions—system performance, section characteristics, and topological structure—are proposed. A resilience assessment method that considers the coupling and time-varying effects of multiple dimensions is established, and the method is validated through an analysis of a bridge damaged by flooding. It is demonstrated that the flexible operation case library possesses the characteristics of capacity enhancement, responsiveness and recovery, emergency and temporariness, and time-varying and dynamics, which correspond to the dimensions of system performance, section characteristics, topological structure, and dynamic time variation in the resilience assessment, respectively. Time-varying coupling weights can dynamically reveal the relationships between the flexible operation time and the resilience evaluation dimensions. By employing the resilience assessment method of performance coefficient→time-varying coupling weight→comprehensive evaluation index→assessment decision, the coupling effects between different dimensions can be evaluated, reflecting the comprehensive performance of transportation sections under flexible operation conditions.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"335 \",\"pages\":\"Article 120343\"},\"PeriodicalIF\":6.4000,\"publicationDate\":\"2025-04-18\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0141029625007345\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029625007345","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Resilience assessment of linear transportation sections considering multi-dimensional time-varying couplings
Transportation infrastructure, as a critical component of urban lifelines, plays a pivotal role in post-disaster emergency passage, directly influencing rescue efficiency and socio-economic operations. However, existing resilience assessment methods for linear sections exhibit significant limitations: on one hand, they fail to adequately capture the dynamic processes of post-disaster emergency passage; on the other hand, these methods are often confined to single-dimensional resilience evaluation indicators, with limited consideration of the coupled relationships and time-varying characteristics among multi-dimensional indicators. To address these issues, a flexible operation mode reflecting the dynamic processes of emergency passage is proposed, based on the post-disaster emergency passage requirements of transportation facilities. A historical case database incorporating flexible operation techniques is established. Resilience evaluation indicators and grading thresholds corresponding to three dimensions—system performance, section characteristics, and topological structure—are proposed. A resilience assessment method that considers the coupling and time-varying effects of multiple dimensions is established, and the method is validated through an analysis of a bridge damaged by flooding. It is demonstrated that the flexible operation case library possesses the characteristics of capacity enhancement, responsiveness and recovery, emergency and temporariness, and time-varying and dynamics, which correspond to the dimensions of system performance, section characteristics, topological structure, and dynamic time variation in the resilience assessment, respectively. Time-varying coupling weights can dynamically reveal the relationships between the flexible operation time and the resilience evaluation dimensions. By employing the resilience assessment method of performance coefficient→time-varying coupling weight→comprehensive evaluation index→assessment decision, the coupling effects between different dimensions can be evaluated, reflecting the comprehensive performance of transportation sections under flexible operation conditions.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.