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Assessing and Improving the Operational Resilience of a Large Highway Infrastructure System to Worst-Case Losses

机译:评估和提高大型公路基础设施系统应对最坏情况损失的运营弹性

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This paper studies the resilience of the regional highway transportation system of the San Francisco Bay Area. Focusing on peak periods for commuter traffic, traffic patterns are computed from a model that includes nonlinear increases in travel times due to congestion and reflects actual travel demands as captured by U.S. Census demographic data. We consider the consequences associated with loss of one or more road, bridge, and/or tunnel segments, where travelers are allowed to reroute to avoid congestion or potentially not travel at all if traffic is bad. We use a sequential game to identify sets of road, bridge, or tunnel segments whose loss results in worst-case travel times. We also demonstrate how the model can be used to quantify the operational resilience of the system, as well as to characterize trade-offs in resilience for different defensive investments, thus providing concise information to guide planners and decision makers.
机译:本文研究了旧金山湾区区域公路运输系统的弹性。着重于通勤交通高峰期,交通模式是根据一个模型计算出来的,该模型包括由于拥堵导致的出行时间的非线性增加,并反映了美国人口普查人口数据所捕获的实际出行需求。我们考虑了与失去一条或多条道路,桥梁和/或隧道段相关的后果,在此情况下,允许旅行者改行以避免拥堵,或者如果交通状况不好,则可能根本无法出行。我们使用顺序博弈来识别道路,桥梁或隧道段的集合,其损失会导致最坏的行驶时间。我们还演示了该模型如何用于量化系统的运营弹性,以及表征不同防御性投资在弹性上的权衡,从而为指导计划者和决策者提供简洁的信息。

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