Post-Disaster Recovery optimization for Road-Bridge Network Considering Restoration Ability and Economic Loss

Jiangbin Zhao, M. Zuo, Zhiqiang Cai, Shubin Si
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引用次数: 4

Abstract

SummaryA road-bridge network is considered to have N nodes and M arcs, in which a node represents a major road intersection, a commercial hub, or a key destination in a community and an arc represents a section of the road including a single bridge. Since bridges are vulnerable components in the road-bridge transportation system, the recovery of a road-bridge network highly depends on the recovery of bridges after the disaster. The bridge, which can improve the performance of the roadbridge network highly and quickly, should be restored as soon as possible for controlling the economic loss caused by disasters. Therefore, the recovery optimization of post-disaster bridges is considered to enhance the restoration ability and control the economic loss simultaneously for the road-bridge network.In this paper, the skew of recovery trajectory (SRT) is introduced to evaluate the restoration ability, and the economic loss is extended to consider the indirect loss. The SRT is the restoration ability based on system resilience, which is related to the reliability, redundancy, and the importance level of bridges. Considering the restoration ability and economic loss, we proposed a multi-objective recovery optimization model for the road-bridge network to obtain the optimal recovery scheme of damaged bridges. This model is solved through the non-dominated sorting genetic algorithm II (NSGA-II). The influence of the number of simultaneous construction teams on the recovery scheme is analyzed, and the composition of economic loss with different SRT and the number of construction teams is with the intent to support engineer’s decision-making capability. The results show that the decision-makers should first consider incorporating more construction teams and then determine the SRT according to the requirements of the recovery time.
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考虑恢复能力和经济损失的路桥网灾后恢复优化
一个路桥网络被认为有N个节点和M个弧,其中一个节点代表一个主要的道路交叉口,一个商业中心,或一个社区的关键目的地,一个弧代表一个路段,包括一座桥。由于桥梁是公路桥梁运输系统中的脆弱部件,因此公路桥梁网络的恢复高度依赖于桥梁的灾后恢复。为了控制灾害造成的经济损失,应尽快对该桥梁进行修复,使其能够快速、高效地提高公路桥网的使用性能。因此,对道路桥梁网进行灾后恢复优化,可以在提高恢复能力的同时控制经济损失。本文引入恢复轨迹偏差(SRT)来评价恢复能力,并将经济损失扩展为考虑间接损失。SRT是基于系统弹性的恢复能力,它与桥梁的可靠性、冗余度和重要程度有关。在考虑修复能力和经济损失的基础上,建立了路网多目标修复优化模型,得到了受损桥梁的最优修复方案。该模型通过非支配排序遗传算法II (NSGA-II)求解。分析了同时施工队伍数量对恢复方案的影响,分析了不同SRT和施工队伍数量下的经济损失构成,旨在支持工程师的决策能力。结果表明,决策者应首先考虑纳入更多的施工队伍,然后根据恢复时间的要求确定SRT。
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