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    Optimal Bridge Retrofitting Selection for Seismic Risk Management Using Genetic Algorithms and Neural Network–Based Surrogate Models

    Source: Journal of Infrastructure Systems:;2023:;Volume ( 029 ):;issue: 004::page 04023030-1
    Author:
    Rodrigo Silva-Lopez
    ,
    Jack W. Baker
    DOI: 10.1061/JITSE4.ISENG-2257
    Publisher: ASCE
    Abstract: This study used genetic algorithms as part of an optimization framework to directly minimize the expected impacts of road network disruption triggered by seismic events. This minimization is achieved by selecting an optimal set of bridges to retrofit to decrease their probability of being unavailable after an earthquake. We propose a genetic algorithm that outperforms other retrofitting techniques, such as ranking bridges by vulnerability or traffic importance. The proposed framework was demonstrated using the San Francisco road network as a testbed. This example showed that bridges selected by genetic algorithms are structurally vulnerable groups of bridges that act as corridors in the network. Additionally, this study evaluated and recommends domain reduction techniques and hyperparameter calibrations that can decrease the computational costs of this approach.
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      Optimal Bridge Retrofitting Selection for Seismic Risk Management Using Genetic Algorithms and Neural Network–Based Surrogate Models

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4296090
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    contributor authorRodrigo Silva-Lopez
    contributor authorJack W. Baker
    date accessioned2024-04-27T20:50:47Z
    date available2024-04-27T20:50:47Z
    date issued2023/12/01
    identifier other10.1061-JITSE4.ISENG-2257.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296090
    description abstractThis study used genetic algorithms as part of an optimization framework to directly minimize the expected impacts of road network disruption triggered by seismic events. This minimization is achieved by selecting an optimal set of bridges to retrofit to decrease their probability of being unavailable after an earthquake. We propose a genetic algorithm that outperforms other retrofitting techniques, such as ranking bridges by vulnerability or traffic importance. The proposed framework was demonstrated using the San Francisco road network as a testbed. This example showed that bridges selected by genetic algorithms are structurally vulnerable groups of bridges that act as corridors in the network. Additionally, this study evaluated and recommends domain reduction techniques and hyperparameter calibrations that can decrease the computational costs of this approach.
    publisherASCE
    titleOptimal Bridge Retrofitting Selection for Seismic Risk Management Using Genetic Algorithms and Neural Network–Based Surrogate Models
    typeJournal Article
    journal volume29
    journal issue4
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/JITSE4.ISENG-2257
    journal fristpage04023030-1
    journal lastpage04023030-12
    page12
    treeJournal of Infrastructure Systems:;2023:;Volume ( 029 ):;issue: 004
    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