Analyzing connectivity reliability and critical units for highway networks in high-intensity seismic region using Bayesian network

Liguo Jiang, Shuping Huang
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引用次数: 5

Abstract

It is important to evaluate the connectivity reliability of highway networks for the emergency response and rehabilitation of transportation systems in high-intensity seismic regions. Given the complexity and uncertainty of seismic damages of highway networks in high-intensity seismic region, this paper describes a Bayesian network (BN) model for evaluating the network connectivity reliability and identifying critical units. The empirical prediction method is employed to compute the connectivity probability of highway units based on the structural damage of units under earthquakes. A success tree is used to construct the network connectivity graph. Then, the network connectivity graph is converted into the BN model by BN method with the connectivity probability of highway units as prior probability. Sensitivity analysis and Bayesian updating are performed in BN to identify critical units and dynamically assess the connectivity reliability of highway network. The proposed model is applied to a highway network composed of G213 and S9 in the Wenchuan Earthquake. The results show that the BN model integrates the structural damage of units with the functional performance of the highway network in high-intensity seismic region. Bayesian updating allows the posterior probability of segments and origin–destination pairs to be computed, providing an online evaluation of the functional performance of the highway network. The identification of critical units at each stage enables seismic reinforcement priority, thus contributing to the rehabilitation on connectivity reliability of network system.

基于贝叶斯网络的高烈度地震区公路网连通性可靠性及关键单元分析
在高烈度地震区,公路网络的连接可靠性评估对于交通系统的应急响应和恢复具有重要意义。针对高烈度地震区公路网地震破坏的复杂性和不确定性,提出了一种基于贝叶斯网络的路网连通可靠性评估和关键单元识别模型。采用经验预测的方法,根据单元在地震作用下的结构损伤,计算公路单元的连通性概率。使用成功树来构建网络连通性图。然后,以高速公路单元的连通概率作为先验概率,通过BN方法将网络连通图转换为BN模型。采用灵敏度分析和贝叶斯更新方法对路网的关键单元进行识别,并对路网的连通可靠性进行动态评估。将该模型应用于汶川地震中由G213和S9组成的公路网。结果表明,BN模型综合考虑了高烈度震区公路网单元的结构损伤和功能性能。贝叶斯更新允许计算路段和起点-目的地对的后验概率,提供对公路网功能性能的在线评估。通过对各阶段关键单元的识别,实现了地震加固的优先级,从而有助于恢复网络系统的连通性可靠性。
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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