TECHNICAL PAPERS
Mar 1, 1992

Case Studies of Structures with Man‐Induced Vibrations

Publication: Journal of Structural Engineering
Volume 118, Issue 3

Abstract

Periodic human body motions can lead to excessive structural vibrations. In normal cases, frequency tuning a structure is a useful countermeasure. In special cases, lower structural frequencies than those resulting from the presented frequency‐tuning criteria may be accepted. This is confirmed by experiences with practical cases: Ten case studies of footbridges, gymnasiums and sports halls, dance halls and concert halls without fixed seating, concert halls with fixed seating, and high‐diving platforms are presented. In some cases, existing buildings had to be upgraded. In other cases, where structures were still in the planning stage, significant modifications to the design were necessary.

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References

1.
Allen, D. E., Rainer, J. H., and Pernica, G. (1987). “Building vibrations due to human activities.” Proc. Structures Congress of the American Society of Civil Engineers (ASCE).
2.
Bachmann, H. (1984). “Vibrations of building structures caused by human activities; Case study of a gymnasium.” Technical Translation 2077, National Research Council of Canada, Ottawa, Ontario, Canada.
3.
Bachmann, H., and Ammann, W. (1987). “Vibrations in structures induced by man and machines.” Structural Engineering Document No. 3e, International Association for Bridge and Structural Engineering (IABSE), Zürich, Switzerland.
4.
Baumann, K., and Bachmann, H. (1987). “Durch Menschen verursachte dynamische Lasten und deren Auswirkungen auf Balkentragwerke (Man‐induced dynamic loads and their influence on beam structures). “Report No. 7501‐3, Institute of Structural Engineering (IBK), Swiss Federal Institute of Technology (ETH) Zürich, Switzerland (in German). Editor Birkhäuser, Basel.
5.
Peterson, C. (1972). “Theorie der Zufallsschwingungen und Anwendungen (Theory of random vibrations and applications). “Work Report No. 2/72, Structural Engineering Laboratory, Technical University of Munich, Munich, Germany.
6.
Vogt, R., and Bachmann, H. (1987). “Dynamische Lasten durch rhythmisches Klatschen, Fussstampfen und Wippen (Dynamic loads from rhythmic hand clapping, footstamping, and moving up and down). “Report No. 7501‐4, Institute of Structural Engineering (IBK), Swiss Federal Institute of Technology (ETH) Zürich, Switzerland.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 118Issue 3March 1992
Pages: 631 - 647

History

Published online: Mar 1, 1992
Published in print: Mar 1992

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Authors

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H. Bachmann
Prof., Inst. of Struct. Engrg., Swiss Federal Inst. of Tech. (ETH), CH‐8093 Zürich/Hönggerberg, Switzerland

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