Technical Papers
May 2, 2013

Simplified Experimental Evaluation of Floors Subject to Walking-Induced Vibration

Publication: Journal of Performance of Constructed Facilities
Volume 28, Issue 5

Abstract

When occupants complain of lively floor motion due to human activity, it is often necessary to estimate the dynamic properties of the floor and ascertain the form and level of vibration response toward the goal of designing an effective retrofit solution. The most detailed and accurate experimental method is to determine the natural vibration modes using full experimental modal analysis, which requires substantial equipment including at least one floor shaker, and then determine the acceleration due to walking. However, due to cost and time constraints and possible unacceptable occupant disruption, it may not be possible to perform a full experimental modal analysis. An alternative testing procedure is to use a handheld spectrum analyzer to record floor accelerations due to heel drop and timed walking excitations. These measurements are then used to estimate the natural frequencies and vibration response level, respectively. This paper describes the procedure and compares results with experimental modal analysis techniques. The method is illustrated by a case study of an in-service floor and is shown to be economical, convenient, and effective.

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References

Barrett, A. R. (2006). “Dynamic testing of in-situ composite floors and evaluation of vibration serviceability using the finite element method.” Ph.D. dissertation, Virginia Polytechnic Institute and State Univ., Blacksburg, VA.
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Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 28Issue 5October 2014

History

Received: Sep 28, 2012
Accepted: Apr 30, 2013
Published online: May 2, 2013
Published in print: Oct 1, 2014
Discussion open until: Nov 2, 2014

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Authors

Affiliations

Brad Davis, Ph.D., M.ASCE [email protected]
S.E.
Assistant Professor, Civil Engineering Dept., Univ. of Kentucky, 373 Raymond Building, Lexington, KY 40506 (corresponding author). E-mail: [email protected]
Di Liu, S.M.ASCE [email protected]
M.S.
Ph.D. Candidate, Civil Engineering Dept., Univ. of Kentucky, 382 Raymond Building, Lexington, KY 40506. E-mail: [email protected]
Thomas M. Murray, Ph.D., F.ASCE [email protected]
P.E.
Emeritus Professor, Structure Steel Design, Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061. E-mail: [email protected]

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