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    Wind Tunnel Tests for Wind-Excited Benchmark Building

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 004
    Author:
    B. Samali
    ,
    K. C. S. Kwok
    ,
    G. S. Wood
    ,
    J. N. Yang
    DOI: 10.1061/(ASCE)0733-9399(2004)130:4(447)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an overview of the wind tunnel studies conducted at the boundary layer wind tunnel facility at the University of Sydney to determine across-wind forces acting on the 76-story 306 m high benchmark building. The paper briefly describes the boundary layer wind tunnel and its special features, and then presents the testing procedures and the methodology used to determine the wind loads acting on a 1:400 model of the building.
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      Wind Tunnel Tests for Wind-Excited Benchmark Building

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85905
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    contributor authorB. Samali
    contributor authorK. C. S. Kwok
    contributor authorG. S. Wood
    contributor authorJ. N. Yang
    date accessioned2017-05-08T22:40:22Z
    date available2017-05-08T22:40:22Z
    date copyrightApril 2004
    date issued2004
    identifier other%28asce%290733-9399%282004%29130%3A4%28447%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85905
    description abstractThis paper presents an overview of the wind tunnel studies conducted at the boundary layer wind tunnel facility at the University of Sydney to determine across-wind forces acting on the 76-story 306 m high benchmark building. The paper briefly describes the boundary layer wind tunnel and its special features, and then presents the testing procedures and the methodology used to determine the wind loads acting on a 1:400 model of the building.
    publisherAmerican Society of Civil Engineers
    titleWind Tunnel Tests for Wind-Excited Benchmark Building
    typeJournal Paper
    journal volume130
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2004)130:4(447)
    treeJournal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 004
    contenttypeFulltext
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