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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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