TECHNICAL NOTES
Nov 1, 1997

Spectator Live Loads during Football Games

Publication: Journal of Structural Engineering
Volume 123, Issue 11

Abstract

Dynamic spectator live loads on a steel bent were measured during several football games. Two types of dynamic forces were observed, one from crowd reactions after exciting plays and the other from rhythmic cheering. Dynamic load factors for rhythmic activities were less than 0.15 for the first harmonic and less than 0.05 for the second harmonic. No significant horizontal forces were recorded.

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References

1.
Allen, D. E.(1990). “Building vibrations from human activities.”Concrete Int., 12(6), 66–73.
2.
“Commentary A: serviceability criteria for deflections and vibrations.” (1990). Supplement to the National Building Code of Canada, National Research Council of Canada, Ottawa, Canada.
3.
Ebrahimpour, A., and Sack, R. L.(1992). “Design live loads for coherent crowd harmonic movements.”J. Struct. Engrg., ASCE, 118(4), 1121–1136.
4.
Greimann, L. F., and Klaiber, F. W.(1978). “Dynamic forces induced by spectators.”J. Struct. Div., ASCE, 104(2), 348–351.
5.
Tuan, C. Y., and Saul, W. E.(1985). “Loads due to spectator movement.”J. Struct. Engrg., ASCE, 111(2), 418–434.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 123Issue 11November 1997
Pages: 1545 - 1547

History

Published online: Nov 1, 1997
Published in print: Nov 1997

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Authors

Affiliations

Richard M. Bennett, Member, ASCE,
Prof., Dept. of Civ. and Envir. Engrg., Univ. of Tennessee, Knoxville, TN 37996-2010.
Kurt Swensson
Engr., Stanley D. Lindsey and Associates, Ltd., Atlanta, GA 30339.

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