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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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