Discussion of “Wind Speeds in ASCE 7 Standard Peak-Gust Map: Assessment” by Emil Simiu, Roseanne Wilcox, Fahim Sadek, and James J. Filliben
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VIEW THE ORIGINAL ARTICLEAuthors: Jon A. Peterka, M.ASCE, and William S. EsterdayAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 131, Issue 6
0733-9445(2005)131:6(994)/asset/3e3bc524-c31a-4c8d-874f-bc680b305d07/assets/(asce)0733-9445(2005)131:6(994).fp.png)
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References
Dorman, C. M. L. (1982a). “Application of the James-Stein estimator to extreme wind speeds.” J. Wind. Eng. Ind. Aerodyn., Vol. 10, 165–175.
Dorman, C. M. L. (1982b). “Extreme values—an improved method of fitting.” J. Wind. Eng. Ind. Aerodyn., Vol. 10, 177–190.
Holmes, J. D., Melbourne, W. H., and Walker, G. R. (1990). A commentary on the Australian standard for wind loads, AS 1170 Part 2, Australian Wind Engineering Society.
Peterka, J. A., and Esterday, W. S. (2001). “Non-hurricane wind speed variability.” Rep. prepared for Texas Tech Univ. Wind Science and Engineering Research Program, Lubbock, Tex.
Peterka, J. A., and Shahid, S. (1998). “Design gust wind speeds in the United States.” J. Struct. Eng., 124(2), 207–214.
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Published In
Journal of Structural Engineering
Volume 131 • Issue 6 • June 2005
Pages: 994 - 996
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© 2005 ASCE.
History
Published online: Jun 1, 2005
Published in print: Jun 2005
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Jon A. Peterka, M.ASCE
Vice President, Cermak Peterka Petersen, Inc., 1415 Blue Spruce Dr., Fort Collins, CO 80524.
William S. Esterday
Project Engineer, Cermak Peterka Petersen, Inc., 1415 Blue Spruce Dr., Fort Collins, CO 80524.
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