Urban road network resilience assessment framework: Integrating spatiotemporal analysis with the resilience triangle and temporal performance indicators

IF 11 1区 工程技术 Q1 ENGINEERING, INDUSTRIAL
Rouzbeh Azargoshasbi, Mohammad Ansari Esfeh, Lina Kattan
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引用次数: 0

Abstract

Daily non-recurrent disruptions such as traffic collisions can significantly degrade the performance of urban road networks yet remain underexamined in resilience studies. This paper presents a data-driven framework that captures the spatiotemporal propagation and dissipation of these disruptions and evaluates link-level resilience through two sets of metrics. The proposed methodology uses multi-year travel time and incident data to build a relative network performance function, employing a time-dependent network efficiency metric adapted from complex network theory and adjusted for daily and weekly traffic variations. It consists of two main components: a spatiotemporal analysis using an adaptive statistical threshold to estimate occurrence and restoration times of disruptions, and a resilience assessment module that applies both resilience triangle and novel temporal performance metrics. The framework is applied to a real-world case study in downtown Calgary. It reveals that disruptions often begin before they are reported and persist well beyond clearance times, highlighting the limitations of incident records in capturing the true extent of network impact. Findings also indicate that low-resilience links are spatially clustered in high-demand, low-redundancy areas, with resilience loss in this case primarily driven by prolonged recovery. Incorporating temporal performance metrics further reveals degradation and recovery patterns, early drops, delayed recovery, and abrupt, symmetric transitions, that are not captured by traditional measures, offering deeper insight into timing and nature of performance changes. The proposed approach offers transportation agencies a multidimensional tool to better understand the resilience of urban road networks and guide targeted operational responses for daily disruptions.
城市路网弹性评价框架:时空分析与弹性三角和时间绩效指标相结合
交通碰撞等日常非经常性中断会显著降低城市道路网络的性能,但在弹性研究中仍未得到充分研究。本文提出了一个数据驱动的框架,该框架捕获了这些中断的时空传播和耗散,并通过两组指标评估链路级弹性。所提出的方法使用多年旅行时间和事件数据来构建相对网络性能函数,采用基于复杂网络理论的时间相关网络效率度量,并根据每日和每周的流量变化进行调整。它由两个主要部分组成:一个使用自适应统计阈值来估计中断发生和恢复时间的时空分析,以及一个应用弹性三角和新型时间性能指标的弹性评估模块。该框架应用于卡尔加里市中心的现实案例研究。它表明,中断通常在报告之前就开始了,并且持续时间远远超过了清除时间,这突出了事件记录在捕捉网络影响的真实程度方面的局限性。研究结果还表明,低弹性链接在空间上聚集在高需求、低冗余的区域,在这种情况下,弹性损失主要是由长时间的恢复驱动的。结合时间性能指标进一步揭示了退化和恢复模式、早期下降、延迟恢复以及突然的对称转换,这些都是传统度量方法无法捕捉到的,从而可以更深入地了解性能变化的时间和性质。拟议的方法为运输机构提供了一个多维工具,以更好地了解城市道路网络的弹性,并指导针对日常中断的有针对性的运营响应。
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来源期刊
Reliability Engineering & System Safety
Reliability Engineering & System Safety 管理科学-工程:工业
CiteScore
15.20
自引率
39.50%
发文量
621
审稿时长
67 days
期刊介绍: Elsevier publishes Reliability Engineering & System Safety in association with the European Safety and Reliability Association and the Safety Engineering and Risk Analysis Division. The international journal is devoted to developing and applying methods to enhance the safety and reliability of complex technological systems, like nuclear power plants, chemical plants, hazardous waste facilities, space systems, offshore and maritime systems, transportation systems, constructed infrastructure, and manufacturing plants. The journal normally publishes only articles that involve the analysis of substantive problems related to the reliability of complex systems or present techniques and/or theoretical results that have a discernable relationship to the solution of such problems. An important aim is to balance academic material and practical applications.
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