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    Identifying Critical Components in Infrastructure Networks Using Network Topology

    Source: Journal of Infrastructure Systems:;2013:;Volume ( 019 ):;issue: 002
    Author:
    Sarah Dunn
    ,
    Sean M. Wilkinson
    DOI: 10.1061/(ASCE)IS.1943-555X.0000120
    Publisher: American Society of Civil Engineers
    Abstract: This paper applies graph theory metrics to network flow models, with the aim of assessing the possibility of using these metrics to identify vulnerable areas within infrastructure systems. To achieve this, a reduced complexity flow model that can be used to simulate flows in infrastructure networks is developed. The reason for developing this model is not to make the analysis easier, but to reduce the physical problem to its most basic level and therefore produce the most general flow model (i.e., applicable to the widest range of infrastructure networks). An initial assessment of the applicability of graph theory metrics to infrastructure networks is made by comparing the distribution of flows, calculated using this model, to the shortest average path length in three of the most recognized classes of network—scale-free networks, small-world networks, and random graph models—and it is demonstrated that for all three classes of network there is a strong correlation. This suggests that at least parts of graph theory may be used to inform one about the behavior of physical networks. The authors further demonstrate the utility of graph theory metrics by using them to improve their predictive skill in identifying vulnerable areas in a specific type of infrastructure system. This is done using a hydraulic model to calculate the flows in a sample water distribution network and then to show that using a combination of graph theory metrics and flow gives superior predictive skill over just one of these measures in isolation.
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      Identifying Critical Components in Infrastructure Networks Using Network Topology

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    contributor authorSarah Dunn
    contributor authorSean M. Wilkinson
    date accessioned2017-05-08T21:53:51Z
    date available2017-05-08T21:53:51Z
    date copyrightJune 2013
    date issued2013
    identifier other%28asce%29is%2E1943-555x%2E0000148.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65709
    description abstractThis paper applies graph theory metrics to network flow models, with the aim of assessing the possibility of using these metrics to identify vulnerable areas within infrastructure systems. To achieve this, a reduced complexity flow model that can be used to simulate flows in infrastructure networks is developed. The reason for developing this model is not to make the analysis easier, but to reduce the physical problem to its most basic level and therefore produce the most general flow model (i.e., applicable to the widest range of infrastructure networks). An initial assessment of the applicability of graph theory metrics to infrastructure networks is made by comparing the distribution of flows, calculated using this model, to the shortest average path length in three of the most recognized classes of network—scale-free networks, small-world networks, and random graph models—and it is demonstrated that for all three classes of network there is a strong correlation. This suggests that at least parts of graph theory may be used to inform one about the behavior of physical networks. The authors further demonstrate the utility of graph theory metrics by using them to improve their predictive skill in identifying vulnerable areas in a specific type of infrastructure system. This is done using a hydraulic model to calculate the flows in a sample water distribution network and then to show that using a combination of graph theory metrics and flow gives superior predictive skill over just one of these measures in isolation.
    publisherAmerican Society of Civil Engineers
    titleIdentifying Critical Components in Infrastructure Networks Using Network Topology
    typeJournal Paper
    journal volume19
    journal issue2
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)IS.1943-555X.0000120
    treeJournal of Infrastructure Systems:;2013:;Volume ( 019 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian