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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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