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    Probabilistic Fatigue Life Estimation of Steel Bridges by Using a Bilinear S-N Approach

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 001
    Author:
    Kihyon Kwon
    ,
    Dan M. Frangopol
    ,
    Mohamed Soliman
    DOI: 10.1061/(ASCE)BE.1943-5592.0000225
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on estimating the fatigue life below the constant amplitude fatigue threshold (CAFT) of steel bridges by using a probabilistic approach on the basis of a bilinear stress life (i.e., the
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      Probabilistic Fatigue Life Estimation of Steel Bridges by Using a Bilinear S-N Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/56763
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    contributor authorKihyon Kwon
    contributor authorDan M. Frangopol
    contributor authorMohamed Soliman
    date accessioned2017-05-08T21:35:07Z
    date available2017-05-08T21:35:07Z
    date copyrightJanuary 2012
    date issued2012
    identifier other%28asce%29be%2E1943-5592%2E0000227.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56763
    description abstractThis paper focuses on estimating the fatigue life below the constant amplitude fatigue threshold (CAFT) of steel bridges by using a probabilistic approach on the basis of a bilinear stress life (i.e., the
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Fatigue Life Estimation of Steel Bridges by Using a Bilinear S-N Approach
    typeJournal Paper
    journal volume17
    journal issue1
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000225
    treeJournal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 001
    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
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