TECHNICAL NOTES
Jul 15, 2002

Definition of Wind Profiles in ASCE 7

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Publication: Journal of Structural Engineering
Volume 128, Issue 8

Abstract

One of the major changes in the recent versions of ASCE 7 concerns the introduction of three-second gust as the reference wind speed. The three-second gust speed is derived using Durst’s model in terms of the mean wind speed and turbulence intensity given in the former versions of ASCE 7. A review of these profiles suggests a notable inconsistency in the embedded relationship among the wind profiles in ASCE 7-98, which is also apparent when these are compared to the profiles in major international codes and standards. To overcome this inconsistency in the definition of wind profiles, this paper proposes a modified turbulence intensity profile and suggests retaining the current mean wind and gust speed profiles. This modification not only ensures consistency in the definition of wind profiles in ASCE 7-98, but also renders the definition of these profiles consistent with those in major international codes and standards.

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References

Architectural Institute of Japan (AIJ). (1996). “Recommendations for loads on buildings.” AIJ.
American Society of Civil Engineers (ASCE) (1999), “Minimum design loads for buildings and other structures.” ASCE 7-98, ASCE, Reston, Va.
Durst, C. D., (1960). “Wind speeds over short periods of time.” Meteo-rol. Mag., 89, 181–186.
Eurocode 1 (1965). “Basis of design and actions on structures—Parts 2–4: Actions on structures—Wind actions.” European Prestandard ENV 1991-2-4.
National Research Council of Canada (NRCC) (1996). User’s guide-NBCC1995 structural commentaries (Part 4).
Simiu, E., and Scanlan, R. (1996). Wind effects on structures: Fundamen-tals and applications to design, 3rd Ed., Wiley, New York.
Solari, G., and Kareem, A.(1998). “On the formulation of ASCE7-95 gust effect factor.” J. Wind Eng. Ind. Aerodyn., 77 and 78, 673–684.
Standards Australia (1989). “Australian Standards: SAA Loading code, Part 2—wind loads.” AS1170.2-89.
Zhou, Y., Kijewski, T., and Kareem, A.(2002). “Along-wind load effects on tall buildings: Comparative study of major international codes and standards.” J. Struct. Eng., 128(6), 788–796.

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 128Issue 8August 2002
Pages: 1082 - 1086

History

Received: Jan 9, 2001
Accepted: Dec 19, 2001
Published online: Jul 15, 2002
Published in print: Aug 2002

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Authors

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Yin Zhou, M.ASCE
Engineer, Malouf Engineering International, Incorporated, 275 West Campbell Road, Suite 611, Richardson, TX 75080.
Ahsan Kareem, M.ASCE
Robert M. Moran, Professor and Chair, Dept. of Civil Engineering and Geological Sciences, Univ. of Notre Dame, Notre Dame, IN 46556.

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