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    Fatigue Reliability Analysis of Prestressed Concrete Bridges

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 012
    Author:
    César Crespo-Minguillón
    ,
    Juan R. Casas
    DOI: 10.1061/(ASCE)0733-9445(1998)124:12(1458)
    Publisher: American Society of Civil Engineers
    Abstract: A model for the fatigue analysis of prestressed concrete bridges is developed. The uncertainties in the geometrical and mechanical variables involved in the problem are included. Traffic actions, thermal effects, and differential settlement are considered. The model also includes the nonlinear behavior under the action of external loads causing cracking. The
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      Fatigue Reliability Analysis of Prestressed Concrete Bridges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32906
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    contributor authorCésar Crespo-Minguillón
    contributor authorJuan R. Casas
    date accessioned2017-05-08T20:57:00Z
    date available2017-05-08T20:57:00Z
    date copyrightDecember 1998
    date issued1998
    identifier other%28asce%290733-9445%281998%29124%3A12%281458%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32906
    description abstractA model for the fatigue analysis of prestressed concrete bridges is developed. The uncertainties in the geometrical and mechanical variables involved in the problem are included. Traffic actions, thermal effects, and differential settlement are considered. The model also includes the nonlinear behavior under the action of external loads causing cracking. The
    publisherAmerican Society of Civil Engineers
    titleFatigue Reliability Analysis of Prestressed Concrete Bridges
    typeJournal Paper
    journal volume124
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1998)124:12(1458)
    treeJournal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 012
    contenttypeFulltext
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