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    Statistical Model of Crowd Jumping Loads

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 012
    Author:
    J. Sim
    ,
    A. Blakeborough
    ,
    M. S. Williams
    ,
    G. Parkhouse
    DOI: 10.1061/(ASCE)0733-9445(2008)134:12(1852)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a statistical model of the dynamic loads produced by humans jumping on structures, which realistically captures the randomness in the jumping process. The model is based on a large database of experimentally measured individual jumping loads. Key parameters are introduced to characterize the timing and shape of the jumping impulses, taking account of the variability between jumps and between individuals. Probability distribution functions are fitted to these parameters and the correlation relationships between the various parameters are investigated. Through repeated sampling, a realistic ensemble of individual jumping loads can be generated. This can be used to assess the dynamic response of assembly structures, such as grandstands when excited by rhythmic motion of large crowds moving in time to a musical beat.
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      Statistical Model of Crowd Jumping Loads

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    contributor authorJ. Sim
    contributor authorA. Blakeborough
    contributor authorM. S. Williams
    contributor authorG. Parkhouse
    date accessioned2017-05-08T21:00:26Z
    date available2017-05-08T21:00:26Z
    date copyrightDecember 2008
    date issued2008
    identifier other%28asce%290733-9445%282008%29134%3A12%281852%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35163
    description abstractThis paper presents a statistical model of the dynamic loads produced by humans jumping on structures, which realistically captures the randomness in the jumping process. The model is based on a large database of experimentally measured individual jumping loads. Key parameters are introduced to characterize the timing and shape of the jumping impulses, taking account of the variability between jumps and between individuals. Probability distribution functions are fitted to these parameters and the correlation relationships between the various parameters are investigated. Through repeated sampling, a realistic ensemble of individual jumping loads can be generated. This can be used to assess the dynamic response of assembly structures, such as grandstands when excited by rhythmic motion of large crowds moving in time to a musical beat.
    publisherAmerican Society of Civil Engineers
    titleStatistical Model of Crowd Jumping Loads
    typeJournal Paper
    journal volume134
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2008)134:12(1852)
    treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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