TECHNICAL NOTES
Apr 1, 1985

Multivariate Distributions of Directional Wind Speeds

Publication: Journal of Structural Engineering
Volume 111, Issue 4

Abstract

The probability of failure of a structure or structural element subjected to wind forces depends, in large part, on the distribution of extreme wind speeds acting on the structure. In the past, distributions of extreme wind speeds were based on extreme wind data without regard to wind direction, and probabilities of failure were computed accordingly. A method is presented herein for calculating failure probabilities by using directional wind speed data as obtained from weather station records. The method takes advantage of the weak correlations found among wind speeds from different directions and the property of extreme value random variables that zero correlation implies statistical independence. The method is applicable to any type of structure, including structures exhibiting aerodynamic amplification or aeroelastic effects. In addition, it is shown that, in practice, the necessary distributions can be estimated almost as accurately from data obtained from readily available published documents as from data obtained from original weather records.

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References

1.
Changery, M. J., Dumitriu‐Valcea, E. J., and Simiu, E., Directional Extreme Wind Speed Data for the Design of Buildings and Other Structures, Building Science Series 160, National Bureau of Standards, Washington, D.C., Mar., 1984.
2.
Johnson, N. L., and Kotz, S., Distributions in Statistics: Continuous Multivariate Distributions, John Wiley & Sons, New York, N.Y., 1972.
3.
Marshall, A. W., and Olkin, I., “Domains of Attraction of Multivariate Extreme Value Distributions,” The Annals of Probability, Vol. 11, No. 1, Feb., 1983, pp. 168–177.
4.
Ripley, B. D., “Computer Generation of Random Variables: A Tutorial,” International Statistical Review, Vol. 51, No. 3, Dec., 1983, pp. 301–319.
5.
Simiu, E., “Short‐Term Records and Extreme Wind Speeds,” Journal of the Structural Division, ASCE, Nov., 1982, pp. 2571–2577.
6.
Simiu, E., and Filliben, J. J., “Wind Direction Effects for Cladding and Structural Loads,” Engineering Structures, July, 1981, pp. 181–186.
7.
Simiu, E., “Aerodynamic Coefficients and Risk‐Consistent Design,” Journal nf Structural Engineering, ASCE, May, 1983, pp. 1278–1289.
8.
Wen, Y. K., and Kim, S. H., “Wind Direction and Structural Reliability,” in Probabilistic Mechanics and Structural Reliability, 4th ASCE Specialty Conference Y. K. Wen, ed., Berkeley, Calif., Jan., 1984.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 111Issue 4April 1985
Pages: 939 - 943

History

Published online: Apr 1, 1985
Published in print: Apr 1985

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Authors

Affiliations

Emil Simiu, M. ASCE
Research Engr., Center for Building Tech., National Bureau of Standards, Gaithersburg, Md. 20899
Erik M. Hendrickson, A. M. ASCE
Research Engr., Center for Building Tech., National Bureau of Standards, Gaithersburg, Md. 20899
William A. Nolan
Cooperative Engrg. Student, Center for Building Tech., National Bureau of Standards, Gaithersburg, Md. 20899
Ingram Olkin
Prof., Dept. of Statistics, Stanford Univ., Stanford, Calif. 94305 (Visiting Sci., Center for Applied Mathematics, National Bureau of Standards)
Clifford H. Spiegelman
Mathematical Statistician, Center for Applied Mathematics, National Bureau of Standards, Gaithersburg, Md. 20899

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