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    Optimal Life-Cycle Costing with Partial Observability

    Source: Journal of Infrastructure Systems:;2000:;Volume ( 006 ):;issue: 002
    Author:
    Mingxiang Jiang
    ,
    Ross B. Corotis
    ,
    J. Hugh Ellis
    DOI: 10.1061/(ASCE)1076-0342(2000)6:2(56)
    Publisher: American Society of Civil Engineers
    Abstract: Optimal costing of structures requires taking into account lifetime management (inspection and maintenance) costs in addition to initial construction cost. Recently published papers on lifetime costing have used Markov decision process models to incorporate management policies into structural reliability analysis. In this paper, an optimization model is described based on partially observable Markov decision processes. The model depicts varying levels of uncertainty inherent in differing inspection techniques. The costs and inherent uncertainties of these techniques are related to environmental degradation from fatigue and corrosion processes. The mathematical approach leads to a management policy that explicitly includes frequency and type of inspection and extent of repair. The model is demonstrated in an example involving the management of a steel girder highway bridge.
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      Optimal Life-Cycle Costing with Partial Observability

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    contributor authorMingxiang Jiang
    contributor authorRoss B. Corotis
    contributor authorJ. Hugh Ellis
    date accessioned2017-05-08T21:21:10Z
    date available2017-05-08T21:21:10Z
    date copyrightJune 2000
    date issued2000
    identifier other%28asce%291076-0342%282000%296%3A2%2856%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48111
    description abstractOptimal costing of structures requires taking into account lifetime management (inspection and maintenance) costs in addition to initial construction cost. Recently published papers on lifetime costing have used Markov decision process models to incorporate management policies into structural reliability analysis. In this paper, an optimization model is described based on partially observable Markov decision processes. The model depicts varying levels of uncertainty inherent in differing inspection techniques. The costs and inherent uncertainties of these techniques are related to environmental degradation from fatigue and corrosion processes. The mathematical approach leads to a management policy that explicitly includes frequency and type of inspection and extent of repair. The model is demonstrated in an example involving the management of a steel girder highway bridge.
    publisherAmerican Society of Civil Engineers
    titleOptimal Life-Cycle Costing with Partial Observability
    typeJournal Paper
    journal volume6
    journal issue2
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)1076-0342(2000)6:2(56)
    treeJournal of Infrastructure Systems:;2000:;Volume ( 006 ):;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