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    Modeling Dynamic Occupant Loads

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 006
    Author:
    A. Ebrahimpour
    ,
    R. L. Sack
    DOI: 10.1061/(ASCE)0733-9445(1989)115:6(1476)
    Publisher: American Society of Civil Engineers
    Abstract: Spectators and participants performing various maneuvers produce transient and harmonic dynamic occupant loads. Individuals and groups performed prescribed impulsive and continuous actions on a large force platform. Periodic loads are modeled with Fourier Series and exponentially decaying functions are used to describe impulsive loads. The descriptive load parameters obtained from the modeling procedures, which are functions of several independent random variables, are envisioned as random variables. Multivariate regression analysis is used to model individual loads and group loads are modeled by shifting individual loadtime histories by random‐time phase lags and superimposing the results. The time phase lag values are exponentially distributed. Periodic and transient loads for groups of four people are generated using random simulation. The simulated results correlate with the measured data; measured and simulated frequency spectra compare well for periodic loads. We suggest simplified periodic design values using a load intensity per person considering the number of active people in the crowd.
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      Modeling Dynamic Occupant Loads

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    contributor authorA. Ebrahimpour
    contributor authorR. L. Sack
    date accessioned2017-05-08T20:53:22Z
    date available2017-05-08T20:53:22Z
    date copyrightJune 1989
    date issued1989
    identifier other%28asce%290733-9445%281989%29115%3A6%281476%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30606
    description abstractSpectators and participants performing various maneuvers produce transient and harmonic dynamic occupant loads. Individuals and groups performed prescribed impulsive and continuous actions on a large force platform. Periodic loads are modeled with Fourier Series and exponentially decaying functions are used to describe impulsive loads. The descriptive load parameters obtained from the modeling procedures, which are functions of several independent random variables, are envisioned as random variables. Multivariate regression analysis is used to model individual loads and group loads are modeled by shifting individual loadtime histories by random‐time phase lags and superimposing the results. The time phase lag values are exponentially distributed. Periodic and transient loads for groups of four people are generated using random simulation. The simulated results correlate with the measured data; measured and simulated frequency spectra compare well for periodic loads. We suggest simplified periodic design values using a load intensity per person considering the number of active people in the crowd.
    publisherAmerican Society of Civil Engineers
    titleModeling Dynamic Occupant Loads
    typeJournal Paper
    journal volume115
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1989)115:6(1476)
    treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 006
    contenttypeFulltext
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