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    Adverse Wind Loads on Low Buildings Due to Buffeting

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 010
    Author:
    Theodore Stathopoulos
    DOI: 10.1061/(ASCE)0733-9445(1984)110:10(2374)
    Publisher: American Society of Civil Engineers
    Abstract: The effect of large nearby buildings on the wind loading of low buildings has not been examined in the past. Wind loads for low buildings specified by current standards and Codes of Practice originate from wind tunnel studies on isolated buildings and give no guide for the assessment of loads under conditions of buffeting. The current paper presents the results of an experimental study carried out in a boundary layer wind tunnel in order to determine the wind loads on low buildings of different geometries (eave height and roof slope) in the presence of a tall nearby building at various relative locations. Results show significant adverse effects (wind load amplifications higher than 200%) for particular building proximity configurations. The complexity of the problem, however, indicates that it is very difficult to treat these buffeting effects with any degree of generality. Alternatively, it is suggested that local building officials should require the use of higher design loads after seeking a specialist's advice and possibly performing special wind tunnel tests.
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      Adverse Wind Loads on Low Buildings Due to Buffeting

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    contributor authorTheodore Stathopoulos
    date accessioned2017-05-08T20:50:54Z
    date available2017-05-08T20:50:54Z
    date copyrightOctober 1984
    date issued1984
    identifier other%28asce%290733-9445%281984%29110%3A10%282374%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29132
    description abstractThe effect of large nearby buildings on the wind loading of low buildings has not been examined in the past. Wind loads for low buildings specified by current standards and Codes of Practice originate from wind tunnel studies on isolated buildings and give no guide for the assessment of loads under conditions of buffeting. The current paper presents the results of an experimental study carried out in a boundary layer wind tunnel in order to determine the wind loads on low buildings of different geometries (eave height and roof slope) in the presence of a tall nearby building at various relative locations. Results show significant adverse effects (wind load amplifications higher than 200%) for particular building proximity configurations. The complexity of the problem, however, indicates that it is very difficult to treat these buffeting effects with any degree of generality. Alternatively, it is suggested that local building officials should require the use of higher design loads after seeking a specialist's advice and possibly performing special wind tunnel tests.
    publisherAmerican Society of Civil Engineers
    titleAdverse Wind Loads on Low Buildings Due to Buffeting
    typeJournal Paper
    journal volume110
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1984)110:10(2374)
    treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 010
    contenttypeFulltext
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