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    Loads Due to Spectator Movements

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author:
    Christopher Y. Tuan
    ,
    William E. Saul
    DOI: 10.1061/(ASCE)0733-9445(1985)111:2(418)
    Publisher: American Society of Civil Engineers
    Abstract: Typical spectator movements were simulated by persons individually on a force platform with which dynamic force components were measured. Impulsive loadings are produced by movements such as rising, sitting, or jumping off the floor, while continuous loadings are generated in repetitive motion such as swaying, bending and straightening knees repetitively in place, jumping or dancing. Descriptive parameters derived from statistical and spectral studies of the load samples are presented. In particular, the vertical components of the impulsive loadings are modeled as random forcing functions, and a narrow‐band live load spectrum is proposed for checking potential resonant response of a structure to coherent crowd jumping for serviceability and human comfort. Resonant vibration of a structure can be reduced considerably by installation of energy‐dissipating devices. A revised design methodology for assembly structures is proposed to insure both structural integrity and functional serviceability.
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      Loads Due to Spectator Movements

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    contributor authorChristopher Y. Tuan
    contributor authorWilliam E. Saul
    date accessioned2017-05-08T20:51:32Z
    date available2017-05-08T20:51:32Z
    date copyrightFebruary 1985
    date issued1985
    identifier other%28asce%290733-9445%281985%29111%3A2%28418%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29501
    description abstractTypical spectator movements were simulated by persons individually on a force platform with which dynamic force components were measured. Impulsive loadings are produced by movements such as rising, sitting, or jumping off the floor, while continuous loadings are generated in repetitive motion such as swaying, bending and straightening knees repetitively in place, jumping or dancing. Descriptive parameters derived from statistical and spectral studies of the load samples are presented. In particular, the vertical components of the impulsive loadings are modeled as random forcing functions, and a narrow‐band live load spectrum is proposed for checking potential resonant response of a structure to coherent crowd jumping for serviceability and human comfort. Resonant vibration of a structure can be reduced considerably by installation of energy‐dissipating devices. A revised design methodology for assembly structures is proposed to insure both structural integrity and functional serviceability.
    publisherAmerican Society of Civil Engineers
    titleLoads Due to Spectator Movements
    typeJournal Paper
    journal volume111
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1985)111:2(418)
    treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 002
    contenttypeFulltext
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