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    Extreme Thermal Loadings in Highway Bridges

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 007
    Author:
    Duen Ho
    ,
    Chi‐Ho Liu
    DOI: 10.1061/(ASCE)0733-9445(1989)115:7(1681)
    Publisher: American Society of Civil Engineers
    Abstract: Thermal loadings acting on highway bridges are treated as random variables. Values of such loadings for a 50‐year return period are determined based on an analysis of the statistics of extremes. A one‐dimensional heat‐flow model is assumed. Accuracy of the mathematical model is checked by comparison with field measurements. Evans's method, which is used to calculate the first four moments of a random function, is described. Emphasis is placed on the statistical aspect of the thermal loadings rather than on the numerical modeling of the heat‐flow problem.
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      Extreme Thermal Loadings in Highway Bridges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30624
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    contributor authorDuen Ho
    contributor authorChi‐Ho Liu
    date accessioned2017-05-08T20:53:24Z
    date available2017-05-08T20:53:24Z
    date copyrightJuly 1989
    date issued1989
    identifier other%28asce%290733-9445%281989%29115%3A7%281681%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30624
    description abstractThermal loadings acting on highway bridges are treated as random variables. Values of such loadings for a 50‐year return period are determined based on an analysis of the statistics of extremes. A one‐dimensional heat‐flow model is assumed. Accuracy of the mathematical model is checked by comparison with field measurements. Evans's method, which is used to calculate the first four moments of a random function, is described. Emphasis is placed on the statistical aspect of the thermal loadings rather than on the numerical modeling of the heat‐flow problem.
    publisherAmerican Society of Civil Engineers
    titleExtreme Thermal Loadings in Highway Bridges
    typeJournal Paper
    journal volume115
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1989)115:7(1681)
    treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 007
    contenttypeFulltext
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