Measuring and Modeling Dynamic Loads Imposed by Moving Crowds
Publication: Journal of Structural Engineering
Volume 122, Issue 12
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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References
1.
Allen, D. E.(1990). “Floor vibrations from aerobics.”Can. J. Civ. Engrg., 17(5), 771–779.
2.
Allen, D. E., and Rainer, J. H.(1976). “Vibration criteria for long-span floors.”Can. J. Civ. Engrg., 3(2), 165–173.
3.
“American standard specifications for portable steel and wood grandstands.” (1941). American standards building requirements, ASA, Z20.1-1941, Am. Standards Assoc., New York, N.Y.
4.
“Bases for design of structures—serviceability of buildings against vibration.” (1992). ISO 10137, Int. Standards Org., Geneva, Switzerland.
5.
“Commentary A: serviceability criteria for deflections and vibrations.” (1990). Supplement to the National Building Code of Canada, Nat. Res. Council of Can., Ottawa, Canada.
6.
Ebrahimpour, A., and Sack, R. L.(1989). “Modeling dynamic occupant loads.”J. Struct. Engrg., ASCE, 115(6), 1476–1496.
7.
Ebrahimpour, A., and Sack, R. L. (1992). “Design live loads for coherent crowd harmonic movements.”J. Struct. Engrg., ASCE, 118(4), 1121– 1136.
8.
Fruin, J. (1971). Pedestrians: planning and design . Metropolitan Assoc. of Urban Designers and Envir. Planners, Inc., New York, N.Y.
9.
Fujino, Y., Pacheco, B. M., Nakamura, S., and Warnitchai, P.(1993). “Synchronization of human walking observed during lateral vibration of a congested pedestrian bridge.”Earthquake Engrg. and Struct. Dyn., 22, 741–758.
10.
Greimann, L. F., and Klaiber, F. W.(1978). “Dynamic forces induced by spectators.”J. Struct. Div., ASCE, 104(2), 348–351.
11.
Hamam, A. (1994). “Measuring and modeling dynamic loads imposed by moving crowds,” PhD thesis, Univ. of Oklahoma, Norman, Okla.
12.
Lenzen, K. H.(1966). “Vibration of steel joist concrete slab floors.”Engrg. J., 3(3), 133–136.
13.
MATLAB Reference Guide. (1992). The MathWorks, Inc., Natick, Mass.
14.
“Minimum design loads for buildings and other structures.” (1990). ASCE 7-88, ASCE, New York, N.Y.
15.
Murray, T. M.(1979). “Acceptability criterion for occupant-induced floor vibrations.”Sound and Vibration, 67(4), 24–30.
16.
Pernica, G.(1990). “Dynamic load factors for pedestrian movements and rhythmic exercises.”Can. Acoustics, 18(2), 3–18.
17.
Pushkarev, B., and Zupan, J. (1975). Urban space for pedestrians . MIT Press, Cambridge, Mass.
18.
SAS User's Guide; Statistics. (1985). 5th Ed., SAS Institute, Inc., Cary, N.C.
19.
Tuan, C. Y., and Saul, W. E.(1985). “Loads due to spectator movements.”J. Struct. Engrg., ASCE, 111(2), 418–434.
20.
Uniform Building Code. (1991). Int. Conf. of Build. Officials, Whittier, Calif., 108–109, 124–127.
21.
Wiss, J. F., and Parmelee, R. A.(1974). “Human perception of transient vibrations.”J. Struct. Div., ASCE, 100(4), 773–787.
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Copyright © 1996 American Society of Civil Engineers.
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Published online: Dec 1, 1996
Published in print: Dec 1996
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