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    Temperature Stresses in Composite Box Girder Bridges

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 006
    Author:
    Walter H. Dilger
    ,
    Amin Ghali
    ,
    Mathew Chan
    ,
    Mo S. Cheung
    ,
    Marc A. Maes
    DOI: 10.1061/(ASCE)0733-9445(1983)109:6(1460)
    Publisher: American Society of Civil Engineers
    Abstract: Temperature distribution in composite box girder bridges is predicted from the diurnal variation of the solar radiation to which the structure is exposed. Parametric studies are conducted in order to find the extreme temperature differences developed. Selected cases of temperature distributions are used as input for analyses to find temperature‐induced stresses in a two span continuous structure.
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      Temperature Stresses in Composite Box Girder Bridges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29023
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    contributor authorWalter H. Dilger
    contributor authorAmin Ghali
    contributor authorMathew Chan
    contributor authorMo S. Cheung
    contributor authorMarc A. Maes
    date accessioned2017-05-08T20:50:42Z
    date available2017-05-08T20:50:42Z
    date copyrightJune 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A6%281460%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29023
    description abstractTemperature distribution in composite box girder bridges is predicted from the diurnal variation of the solar radiation to which the structure is exposed. Parametric studies are conducted in order to find the extreme temperature differences developed. Selected cases of temperature distributions are used as input for analyses to find temperature‐induced stresses in a two span continuous structure.
    publisherAmerican Society of Civil Engineers
    titleTemperature Stresses in Composite Box Girder Bridges
    typeJournal Paper
    journal volume109
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:6(1460)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 006
    contenttypeFulltext
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