路网地震恢复力评估中的不确定性量化与降低

IF 2.7 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Infrastructures Pub Date : 2023-08-25 DOI:10.3390/infrastructures8090128
Vishnupriya Jonnalagadda, J. Y. Lee, Jie Zhao, S. Ghasemi
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引用次数: 0

摘要

美国的交通系统很复杂,是美国价值最高、规模最大的公共资产之一。近年来,由于反复发生的自然灾害及其对交通功能和社区社会经济健康的重大影响,交通恢复力越来越受到关注。先前关于运输弹性的研究通过隐含地假设在极端事件发生时对结构能力和环境/服务条件有足够的了解,在情景危险事件期间和/或之后高度强调了网络功能。然而,这些假设往往没有考虑到未来发生极端危险事件时出现的不确定性。因此,必须量化和减少不确定性,以便更好地为极端事件做好准备,并准确评估运输弹性。为此,本文提出了一种基于贝叶斯网络的大型道路网络弹性动态评估模型,该模型可以明确量化评估各个阶段的不确定性,并研究检查和监测程序在减少不确定性中的作用。具体而言,通过灵敏度分析来研究数据可靠性的重要性,其中具有不同可靠性的各种数据集被用于更新系统弹性。为了评估模型的有效性,利用了一个涉及美国南卡罗来纳州公路网的基准问题,展示了所提出模型中不确定性的系统量化和减少。基准问题的结果表明,将重要变量的监测和检测数据结合起来,可以提高网络地震恢复力预测的准确性。它还建议在设计监测和检查程序时需要考虑设备的可靠性。随着一系列监测和检查技术的最新发展,包括无损检测、健康监测设备、卫星图像、激光雷达等,这些发现有助于帮助运输管理人员确定必要的设备可靠性水平,并优先考虑检查和监测工作。
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Quantification and Reduction of Uncertainty in Seismic Resilience Assessment for a Roadway Network
The nation’s transportation systems are complex and are some of the highest valued and largest public assets in the United States. As a result of repeated natural hazards and their significant impact on transportation functionality and the socioeconomic health of communities, transportation resilience has gained increasing attention in recent years. Previous studies on transportation resilience have heavily emphasized network functionality during and/or following a scenario hazard event by implicitly assuming that sufficient knowledge of structural capacity and environmental/service conditions is available at the time of an extreme event. However, such assumptions often fail to consider uncertainties that arise when an extreme hazard event occurs in the future. Thus, it is essential to quantify and reduce uncertainties to better prepare for extreme events and accurately assess transportation resilience. To this end, this paper proposes a dynamic Bayesian network-based resilience assessment model for a large-scale roadway network that can explicitly quantify uncertainties in all phases of the assessment and investigate the role of inspection and monitoring programs in uncertainty reduction. Specifically, the significance of data reliability is investigated through a sensitivity analysis, where various sets of data having different reliabilities are used in updating system resilience. To evaluate the effectiveness of the model, a benchmark problem involving a highway network in South Carolina, USA is utilized, showcasing the systematic quantification and reduction of uncertainties in the proposed model. The benchmark problem result shows that incorporating monitoring and inspection data on important variables could improve the accuracy of predicting the seismic resilience of the network. It also suggests the need to consider equipment reliability when designing monitoring and inspection programs. With the recent development of a wide range of monitoring and inspection techniques, including nondestructive testing, health monitoring equipment, satellite imagery, LiDAR, etc., these findings can be useful in assisting transportation managers in identifying necessary equipment reliability levels and prioritizing inspection and monitoring efforts.
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来源期刊
Infrastructures
Infrastructures Engineering-Building and Construction
CiteScore
5.20
自引率
7.70%
发文量
145
审稿时长
11 weeks
期刊最新文献
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