TECHNICAL PAPERS
Nov 4, 2009

Ultimate Wind Load Design Gust Wind Speeds in the United States for Use in ASCE-7

Publication: Journal of Structural Engineering
Volume 136, Issue 5

Abstract

This paper presents an overview of the approach employed in the development of the wind speed maps for use in ASCE 7-10. The reason for a reduction in the wind speeds in the new standard as compared to those given in the ASCE 7-98 through 7-05 standards is presented, as well as the reason for the reintroduction of Exposure D along the hurricane coastline. The most significant change in the wind speed maps from the previous version is the shift from a single map for an importance factor for buildings and other structures of 1.0 to three separate maps, one for each category of occupancy, thus eliminating the need for importance factors that vary between hurricane and nonhurricane regions.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 136Issue 5May 2010
Pages: 613 - 625

History

Received: Sep 9, 2008
Accepted: Nov 2, 2009
Published online: Nov 4, 2009
Published in print: May 2010

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Authors

Affiliations

Peter J. Vickery
Principal Engineer, Applied Research Associates, Inc., 8357 Six Forks Rd., Suite 600, Raleigh, NC 27615 (corresponding author). E-mail: [email protected]
Dhiraj Wadhera
Senior Scientist, Applied Research Associates Inc., 8357 Six Forks Rd., Suite 600, Raleigh, NC 27615.
Jon Galsworthy
Project Director, RWDI Inc., 650 Woodlawn Rd. West, Guelph, ON, Canada N1K 1B8.
Jon A. Peterka
Principal, CPP Inc., 1415 Blue Spruce Dr., Fort Collins, CO 80524.
Peter A. Irwin
Chairman, RWDI Inc., 650 Woodlawn Rd. West, Guelph, ON, Canada N1K 1B8.
Lawrence A. Griffis
President, Structures Div., Walter P Moore and Associates, Inc., 221 West 6th St., Austin, TX 78701.

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