Vulnerability Analysis of Link-Weighted Shanghai Metrorail Transit Network

Yanjie Zhang, Yalda Saadat, Dongming Zhang, B. Ayyub, Hong-wei Huang
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引用次数: 1

Abstract

With the degradation of metrorail facilities and the increase in network size, it is urgently needed to perform vulnerability assessment to ensure the safe operation of the metro system. In this paper, a link-weighted network model is proposed by considering the physical interval length between neighboring metro stations as link weight factor. Firstly, the metro network was essentially mapped into a bipartite topological diagram that consists of nodes denoting metro stations and links representing metro routes including any tunnels or bridges. After analyzing the network for its complexity level, it was revealed that the metro network topology can be appropriately constructed by using the Space L method. On this basis, multiple characteristic indexes of the network were calculated to characterize network topology structural features. We then tested the state of Shanghai metro network under different failure scenarios by removing a fraction of nodes from the network. Quantitative vulnerability analyses were conducted according to the change in the topological structure of Shanghai metro network and the change in the corresponding global network efficiency due to disruptions. Finally, both the network efficiency of link-weighted and unweighted Shanghai metro network topology were calculated and compared. This study has identified the vulnerable metro stations, which could provide support for the reasonable resource allocation of maintenance work and the decision-making in emergency treatment after failure. In order to increase the adaptability to emergencies and improve the operational efficiency, it was proposed that during the planning, construction, and operation of the metro system, the management and protection of the vulnerable stations should be given increased attention.
链路加权上海轨道交通网络脆弱性分析
随着地铁设施的老化和网络规模的增加,迫切需要对地铁系统进行脆弱性评估,以保证地铁系统的安全运行。本文以相邻地铁车站间的物理间隔长度作为链路权重因子,提出了一种链路加权网络模型。首先,将地铁网络本质上映射成一个二部拓扑图,其中节点表示地铁站,链路表示包括任何隧道或桥梁在内的地铁路线。通过对城域网络复杂程度的分析,发现采用空间L法可以合理地构建城域网络拓扑结构。在此基础上,计算网络的多个特征指标,表征网络拓扑结构特征。然后,我们通过从网络中移除部分节点来测试上海地铁网络在不同故障情况下的状态。根据上海地铁网络拓扑结构的变化和中断对相应的全球网络效率的变化,进行了定量脆弱性分析。最后,对链路加权和非加权上海地铁网络拓扑的网络效率进行了计算和比较。本研究确定了地铁易损站点,可为维修工作的合理资源配置和故障后应急处理决策提供支持。为了增强对突发事件的适应能力,提高运营效率,提出在地铁系统的规划、建设和运营过程中,应更加重视对脆弱站点的管理和保护。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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