TECHNICAL PAPERS
Jan 1, 1999

Preventing Annoying Wood Floor Vibrations

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Publication: Journal of Structural Engineering
Volume 125, Issue 1

Abstract

Several proposed design criteria for preventing annoying wood floor vibrations are reviewed, and an additional criterion is proposed. Recent research results that validate the proposed design criterion are reported. The recent research includes laboratory constructed floors, floors in buildings under construction, and floors in occupied buildings. Some of the floors included in the “under construction” or “unoccupied” results were revisited after the buildings were occupied to determine if the occupancy loads affected the proposed design criterion. In this paper, the terms “occupied” and “unoccupied” refer to whether furniture and other live loads typically associated with living in the structure are present or not. The results validate that if the stiffness of the floors is sufficient to keep the fundamental frequency of the floor system above 15 Hz for unoccupied floors, and above 14 Hz for occupied floors, acceptable vibration will be obtained. The design criterion is intended to be used during the design of buildings with allowable design properties to ensure performance of the floors after construction.

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References

1.
Foschi, R. O., and Gupta, A. ( 1987). “Reliability of floors under impact vibration.” Can. J. Civ. Engrg., Ottawa, 14, 683–689.
2.
Johnson, J. R. ( 1994). “Vibration acceptability in wood floor systems,” MS thesis, Charles Via Dept. of Civ. Engrg., Virginia Polytechnic Institute and State University, Blacksburg, Va.
3.
National design specification for wood construction . (1991). American Forest and Paper Association, Washington, D.C.
4.
Ohlsson, S. V. ( 1988). Springiness and human-induced floor vibrations—a design guide . Swedish Council for Building Research, Stockholm.
5.
Onysko, D. M. ( 1988). “Performance and acceptability of wood floors—Forinteck studies.” Nat. Res. Council of Canada Publ. 28822, Forintek Canada Corp., Ottawa.
6.
Runte, D. ( 1993). “Fundamental frequencies of I-joist, solid-sawn wood joist, and truss floors based on tee-beam modeling,” MS thesis, Charles Via Dept. of Civ. Engrg., Virginia Polytechnic Institute and State University, Blacksburg, Va.
7.
Shue, B. C. ( 1995). “Some aspects of vibration serviceability in wood floor systems,” MS thesis, Charles Via Dept. of Civ. Engrg., Virginia Polytechnic Institute and State University, Blacksburg, Va.
8.
Smith, I., and Chui, Y. H. ( 1988). “Design of light-weight wooden floors to avoid human discomfort.” Can. J. Civ. Engrg., Ottawa, 15, 254–262.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 125Issue 1January 1999
Pages: 19 - 24

History

Received: Jul 3, 1997
Published online: Jan 1, 1999
Published in print: Jan 1999

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Authors

Affiliations

Assoc. Prof. of Wood Engrg., Dept. of Wood Sci. and Forest Products, Virginia Tech, Blacksburg, VA 24061-0503.
Montague-Betts Prof. of Struct. Steel Des., Via Dept. of Civ. Engrg., Virginia Tech, Blacksburg, VA 24061-0105.
Grad. Asst., Via Dept. of Civ. Engrg., Virginia Tech, Blacksburg, VA.
Grad. Asst., Via Dept. of Civ. Engrg., Virginia Tech, Blacksburg, VA.
Grad. Asst., Via Dept. of Civ. Engrg., Virginia Tech, Blacksburg, VA.

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