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    Hyperbolic Cooling Towers with Bulge Imperfections

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 011
    Author:
    P. N. Godbole
    ,
    M. N. Viladkar
    ,
    A. Tankha
    DOI: 10.1061/(ASCE)0733-9399(1998)124:11(1269)
    Publisher: American Society of Civil Engineers
    Abstract: Owing to the large expanse of cooling towers, it is not possible to maintain the exact shape of a tower during construction. Alterations in shape also occur due to secondary effects like shrinkage and cracking. These alterations cause the failure of some towers. This paper deals with the application of semiloof shell elements in the analysis of towers with bulge imperfections for both dead and wind loads. Four parameters, namely, (1) radial error amplitude, ζ
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      Hyperbolic Cooling Towers with Bulge Imperfections

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    contributor authorP. N. Godbole
    contributor authorM. N. Viladkar
    contributor authorA. Tankha
    date accessioned2017-05-08T22:38:30Z
    date available2017-05-08T22:38:30Z
    date copyrightNovember 1998
    date issued1998
    identifier other%28asce%290733-9399%281998%29124%3A11%281269%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84715
    description abstractOwing to the large expanse of cooling towers, it is not possible to maintain the exact shape of a tower during construction. Alterations in shape also occur due to secondary effects like shrinkage and cracking. These alterations cause the failure of some towers. This paper deals with the application of semiloof shell elements in the analysis of towers with bulge imperfections for both dead and wind loads. Four parameters, namely, (1) radial error amplitude, ζ
    publisherAmerican Society of Civil Engineers
    titleHyperbolic Cooling Towers with Bulge Imperfections
    typeJournal Paper
    journal volume124
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1998)124:11(1269)
    treeJournal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 011
    contenttypeFulltext
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