基于烈度分布的震后城市路网结构韧性分析
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河海大学

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江苏省自然科学基金(BK20211203)


Seismic Resilience Assessment of Urban Road Network Structure Based on Intensity Distribution
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    摘要:

    面对频发的自然灾害,畅通的交通网络是人员通行与救援资源运输的重要保障。为了分析城市内部道路网络应对地震灾害时的韧性变化特征,首先考虑地震空间分布特性,结合各基础设施的综合震害分析,构建了基于烈度衰减分布的路段连通概率模型,识别脆弱路段;然后以此为基础提出了面向3个维度的路网结构抗震韧性多指标评估模型;最后结合实例对城市路网处于不同失效情景下的韧性表现进行分析。结果表明,少数路段失效时路网仍具有较强的韧性,在关键路段累积失效后会使得多方面网络韧性明显下降,路网运输效率降低,并且削弱了节点间的连接关系。根据网络拓扑结构和模拟结果,针对性地给出韧性提升方向。

    Abstract:

    Unblocked road network is essential for the passage of people and the transportation of rescue resources when facing frequent natural disasters. The research objective is to analyze the seismic resilience change characteristic of urban road network. First, considering the spatial characteristic of earthquake and the comprehensive earthquake damage of road infrastructures, a link connectivity probability model based on intensity attenuation distribution is constructed, thus vulnerable sections are identified. Then, the seismic resilience of specific network under different scenarios is analyzed using a network structural resilience assessment model which considered 3 dimensions. Evaluation results of the effects of these vulnerable links elimination in the network show that network resilience is still strong when a few roads canceled, while this ability is significantly getting poor after the cumulative attack on the other vulnerable sections. Therefore, network transportation efficiency is reduced, and the connection between nodes are weakened. The network topology and simulation results lead to strategies of improving resilience.

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  • 收稿日期:2022-11-21
  • 最后修改日期:2023-01-19
  • 录用日期:2023-02-01
  • 在线发布日期: 2023-06-21
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