Design and Wind Tunnel Performance Testing of a New Omnidirectional Roof Vent
Publication: Journal of Architectural Engineering
Volume 13, Issue 1
Abstract
Low-slope roofs are subjected to potentially high levels of suction pressure as reported by Baskaran and Savage in 2003 in “Wind pressure measurements on full scale flat roofs.” Traditional roof assemblies are prone to failure when the low pressure on the roof surface instigates a transfer of forces to the roof membrane. Existing pressure-equalized roof systems use the power of the wind to transmit low pressure to the space immediately beneath the roof membrane, pulling the membrane down to the roof surface. The object of this study is the design of a wind vent which, when coupled with a single-ply roof membrane in a complete roof assembly, will successfully equalize low pressure throughout the entire field of the roof. The proposed wind vent differs from existing equalizer valves in its use of the Bernoulli effect to create low pressure. The vent is omnidirectional and contains no moving parts. Future study will be required to determine the tributary area of each vent and other roof system parameters.
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References
American Society of Civil Engineers (ASCE). (2000). “Minimum design loads for buildings and other structures.” ASCE 7-98, Reston, Va.
Baskaran, A. (1996). “The effects of dynamic wind loads on roofing systems.” Interface, 5–8.
Dregger, P. D. (1993). “Hurricane force, part II: Understanding and minimizing the risk of wind damage.” Western Roofing, 1–2.
Patterson, S., and Mehta, M. (2001). Roofing design and practice, Prentice-Hall, Inc., Upper Saddle River, N.J.
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© 2007 ASCE.
History
Received: Mar 1, 2004
Accepted: Jun 2, 2006
Published online: Mar 1, 2007
Published in print: Mar 2007
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