TECHNICAL PAPERS
Jul 1, 2008

Wind-Induced Internal Pressures in Houses

Publication: Journal of Structural Engineering
Volume 134, Issue 7

Abstract

The effects of ten different opening configurations on the internal pressures in a typical two-story North American house were examined using volume-scaled, wind tunnel experiments. The configurations examined include the effects of (1) dominant opening locations and sizes; (2) wall leakage; (3) compartmentalization of the attic space from the living space; and (4) roof and soffit vents. Helmholtz resonance was observed to significantly amplify the internal pressures for open area ratios greater than 3% and full-scale volumes of approximately 700m3 . The ASCE 7-05 was found to significantly underestimate the peak internal pressure coefficients for all configurations with dominant openings, regardless of whether there was significant Helmholtz resonance or not. Peak external roof pressures were observed to be highly correlated in time with the internal pressures. It is shown that sealing the attic space from the main (living) space of the house has a significant benefit in not allowing the internal pressure to act on the underside of roof sheathing. However, for just 0.4% open area between the two spaces, peak pressures of 80% of the peak in the living space are transmitted into the attic.

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Acknowledgments

The writers gratefully acknowledge the support provided for this work by the Institute for Catastrophic Loss Reduction and the Natural Science and Engineering Research Council of Canada, through the CRD program. The first writer also gratefully acknowledges the support provided by the Canada Research Chairs Program.

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 134Issue 7July 2008
Pages: 1129 - 1138

History

Received: Mar 29, 2007
Accepted: Dec 27, 2007
Published online: Jul 1, 2008
Published in print: Jul 2008

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Notes

Note. Associate Editor: Kurtis R. Gurley

Authors

Affiliations

Gregory A. Kopp
Boundary Layer Wind Tunnel Laboratory, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, London ON, Canada N6A 5B9 (corresponding author). E-mail: [email protected]
Jeong Hee Oh
Boundary Layer Wind Tunnel Laboratory, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, London ON, Canada N6A 5B9.
Diana R. Inculet
Boundary Layer Wind Tunnel Laboratory, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, London ON, Canada N6A 5B9.

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