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    Synthesis of Fluctuating along Wind Loads on Buildings

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 001
    Author:
    Ahsan Kareem
    DOI: 10.1061/(ASCE)0733-9399(1986)112:1(121)
    Publisher: American Society of Civil Engineers
    Abstract: Measurements of spatio-temporal pressure fluctuations on the windward and leeward faces of a typical tall building model exposed to simulated suburban flow conditions are reported. These results are utilized to examine the validity of often-used strip and quasi-steady theories in the formulation of alongwind aerydynamic loads on tall buildings. The comparison suggests that despite some individual shortcomings of the above theories, the overall load description is quite satisfactory.
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      Synthesis of Fluctuating along Wind Loads on Buildings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/74363
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    contributor authorAhsan Kareem
    date accessioned2017-05-08T22:13:42Z
    date available2017-05-08T22:13:42Z
    date copyrightJanuary 1986
    date issued1986
    identifier other%28asce%290733-9399%281986%29112%3A1%28121%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74363
    description abstractMeasurements of spatio-temporal pressure fluctuations on the windward and leeward faces of a typical tall building model exposed to simulated suburban flow conditions are reported. These results are utilized to examine the validity of often-used strip and quasi-steady theories in the formulation of alongwind aerydynamic loads on tall buildings. The comparison suggests that despite some individual shortcomings of the above theories, the overall load description is quite satisfactory.
    publisherAmerican Society of Civil Engineers
    titleSynthesis of Fluctuating along Wind Loads on Buildings
    typeJournal Paper
    journal volume112
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1986)112:1(121)
    treeJournal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 001
    contenttypeFulltext
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