TECHNICAL PAPERS
Nov 1, 2006

Exposure Categories and Transitions for Design Wind Loads

Publication: Journal of Structural Engineering
Volume 132, Issue 11

Abstract

One of the greatest sources of uncertainty in the calculation of wind loads occurs in the selection of the wind exposure. This paper compares the traditional power-law exposure–coefficient curves used in North American codes and standards such as ASCE 7-02, 2002, with curves derived from modern models of the planetary boundary. It is concluded that the traditional exposure coefficients are reasonably consistent with modern boundary layer theory for heights below about 300m . Above that height the traditional exposure coefficients increasingly depart from modern theory. The paper also examines the relationship between the dimensions and density of ground roughness obstacles and the exposure coefficient. This relationship enables a more objective assessment to be made than by the typical method of judging exposure “by eye,” at least where the ground roughness is fairly uniform. However, many sites are affected by upwind changes in ground roughness. Simple expressions, suitable for use in a building code or standard, are proposed for calculating the effect of an upwind change in roughness on the exposure coefficient.

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References

ASCE. (2003). Minimum design loads for buildings and other structures, ASCE 7-02, Reston, Va.
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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 132Issue 11November 2006
Pages: 1755 - 1763

History

Received: Jan 11, 2002
Accepted: Nov 17, 2005
Published online: Nov 1, 2006
Published in print: Nov 2006

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Authors

Affiliations

Peter A. Irwin, F.ASCE
Ph.D.
President, Rowan Williams Davies and Irwin Inc., 650 Woodlawn Rd. West, Guelph, Ontario, Canada N1K 1B8. E-mail: [email protected]

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