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    Structural Serviceability: Floor Vibrations

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author:
    Brace Ellingwood
    ,
    Andrew Tallin
    DOI: 10.1061/(ASCE)0733-9445(1984)110:2(401)
    Publisher: American Society of Civil Engineers
    Abstract: Floor vibrations arising from normal human activity may affect the serviceability of modern building structures, which are becoming lighter and more flexible. Existing serviceability criteria for floors are reviewed in the light of research dealing with human perception of structural motion. The dynamic response of floors to realistic pedestrian movement excitation models is analyzed. Tentative serviceability criteria to minimize floor vibrations that are objectionable to building occupants are presented.
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      Structural Serviceability: Floor Vibrations

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/29212
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    contributor authorBrace Ellingwood
    contributor authorAndrew Tallin
    date accessioned2017-05-08T20:51:03Z
    date available2017-05-08T20:51:03Z
    date copyrightFebruary 1984
    date issued1984
    identifier other%28asce%290733-9445%281984%29110%3A2%28401%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29212
    description abstractFloor vibrations arising from normal human activity may affect the serviceability of modern building structures, which are becoming lighter and more flexible. Existing serviceability criteria for floors are reviewed in the light of research dealing with human perception of structural motion. The dynamic response of floors to realistic pedestrian movement excitation models is analyzed. Tentative serviceability criteria to minimize floor vibrations that are objectionable to building occupants are presented.
    publisherAmerican Society of Civil Engineers
    titleStructural Serviceability: Floor Vibrations
    typeJournal Paper
    journal volume110
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1984)110:2(401)
    treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 002
    contenttypeFulltext
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