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    Optimal Resilience- and Cost-Based Postdisaster Intervention Prioritization for Bridges along a Highway Segment

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 001
    Author:
    Paolo Bocchini
    ,
    Dan M. Frangopol
    DOI: 10.1061/(ASCE)BE.1943-5592.0000201
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a general framework for the optimal resilience- and cost-based prioritization of interventions on bridges distributed along a highway connection between two cities that have experienced a disruptive natural or man-made event is proposed. Given the structural damage levels after the extreme event and the bridge characteristics, the proposed computational procedure finds the best intervention schedules, defined as starting time and progress pace of the restoration. The possible intervention schedules are considered optimal when they maximize the resilience of the highway segment and minimize the total cost of interventions. Because the two objectives are conflicting, the procedure uses genetic algorithms (GAs) to automatically generate a Pareto front of optimal solutions. Numerical examples are presented and discussed.
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      Optimal Resilience- and Cost-Based Postdisaster Intervention Prioritization for Bridges along a Highway Segment

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    http://yetl.yabesh.ir/yetl1/handle/yetl/56737
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    contributor authorPaolo Bocchini
    contributor authorDan M. Frangopol
    date accessioned2017-05-08T21:35:04Z
    date available2017-05-08T21:35:04Z
    date copyrightJanuary 2012
    date issued2012
    identifier other%28asce%29be%2E1943-5592%2E0000203.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56737
    description abstractIn this paper, a general framework for the optimal resilience- and cost-based prioritization of interventions on bridges distributed along a highway connection between two cities that have experienced a disruptive natural or man-made event is proposed. Given the structural damage levels after the extreme event and the bridge characteristics, the proposed computational procedure finds the best intervention schedules, defined as starting time and progress pace of the restoration. The possible intervention schedules are considered optimal when they maximize the resilience of the highway segment and minimize the total cost of interventions. Because the two objectives are conflicting, the procedure uses genetic algorithms (GAs) to automatically generate a Pareto front of optimal solutions. Numerical examples are presented and discussed.
    publisherAmerican Society of Civil Engineers
    titleOptimal Resilience- and Cost-Based Postdisaster Intervention Prioritization for Bridges along a Highway Segment
    typeJournal Paper
    journal volume17
    journal issue1
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000201
    treeJournal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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