Resilience assessment of linear transportation sections considering multi-dimensional time-varying couplings

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL
Zi-yu Liu , Shi-tong Chen , Mo-mo Zhi , Peng-jie Lu
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引用次数: 0

Abstract

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.
考虑多维时变耦合的线性运输断面回弹性评价
交通基础设施作为城市生命线的重要组成部分,在灾后应急通道中发挥着关键作用,直接影响救援效率和社会经济运行。然而,现有的线性断面弹性评估方法存在明显的局限性:一方面,它们不能充分捕捉灾后应急通道的动态过程;另一方面,这些方法往往局限于单一维度的弹性评价指标,很少考虑多维指标之间的耦合关系和时变特征。针对这些问题,基于灾后交通设施的应急通道需求,提出了一种反映应急通道动态过程的灵活操作模式。结合灵活的操作技术,建立了历史案例数据库。提出了对应于系统性能、断面特征和拓扑结构三个维度的弹性评价指标和分级阈值。建立了一种考虑多维耦合和时变效应的弹性评价方法,并通过对某桥梁的水淹损伤分析验证了该方法的有效性。研究表明,柔性运行案例库具有能力增强、响应性与恢复性、应急性与临时性、时变与动态性等特征,分别对应于弹性评估中的系统性能维度、断面特征维度、拓扑结构维度和动态时间变化维度。时变耦合权值可以动态地揭示弹性运行时间与弹性评价维度之间的关系。采用性能系数→时变耦合权值→综合评价指标→评价决策的弹性评价方法,可以评价不同维度之间的耦合效果,反映灵活运行条件下运输断面的综合性能。
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
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.
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