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    Measuring and Modeling Dynamic Loads Imposed by Moving Crowds

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 012
    Author:
    A. Ebrahimpour
    ,
    A. Hamam
    ,
    R. L. Sack
    ,
    W. N. Patten
    DOI: 10.1061/(ASCE)0733-9445(1996)122:12(1468)
    Publisher: American Society of Civil Engineers
    Abstract: Excessive vibrations and deflections of modern flexible structures can be imposed by crowd movements. Dynamic forces generated by moving crowds of people while walking were measured using a specially designed, large, instrumented force platform consisting of six independent honeycomb plates. Experiments were conducted for individuals and groups of two and four people. A linear regression model was used to statistically characterize the footstep load-time history. Group loads were randomly simulated using the experimental parameters affecting individual footsteps and the coherency among the people in a group. The accuracy of the group load model is verified by frequency-domain comparison of simulated and measured data for groups of four people. Based on the work presented, loads are simulated for large crowds and design live loads are suggested for structural serviceability requirements under occupant walking activities. The design live loads vary both with footstep frequency and the size of the crowd.
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      Measuring and Modeling Dynamic Loads Imposed by Moving Crowds

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32387
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    • Journal of Structural Engineering

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    contributor authorA. Ebrahimpour
    contributor authorA. Hamam
    contributor authorR. L. Sack
    contributor authorW. N. Patten
    date accessioned2017-05-08T20:56:11Z
    date available2017-05-08T20:56:11Z
    date copyrightDecember 1996
    date issued1996
    identifier other%28asce%290733-9445%281996%29122%3A12%281468%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32387
    description abstractExcessive vibrations and deflections of modern flexible structures can be imposed by crowd movements. Dynamic forces generated by moving crowds of people while walking were measured using a specially designed, large, instrumented force platform consisting of six independent honeycomb plates. Experiments were conducted for individuals and groups of two and four people. A linear regression model was used to statistically characterize the footstep load-time history. Group loads were randomly simulated using the experimental parameters affecting individual footsteps and the coherency among the people in a group. The accuracy of the group load model is verified by frequency-domain comparison of simulated and measured data for groups of four people. Based on the work presented, loads are simulated for large crowds and design live loads are suggested for structural serviceability requirements under occupant walking activities. The design live loads vary both with footstep frequency and the size of the crowd.
    publisherAmerican Society of Civil Engineers
    titleMeasuring and Modeling Dynamic Loads Imposed by Moving Crowds
    typeJournal Paper
    journal volume122
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1996)122:12(1468)
    treeJournal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 012
    contenttypeFulltext
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