Technical Papers
May 14, 2014

Generation of Large Directional Wind Speed Data Sets for Estimation of Wind Effects with Long Return Periods

Publication: Journal of Structural Engineering
Volume 140, Issue 10

Abstract

For structures sensitive to wind directionality, methods for the estimation of wind effects require the use of time series of directional wind speeds that cover time periods exceeding the length of the mean recurrence interval (MRI) of interest to the design. This study proposes a procedure for generating such time series from relatively short wind data sets. First, an algorithm is developed for estimating the parameters of the distributions of the directional wind speeds, given that the size of the data sample within one or more directional sectors can in some instances be too small for statistical inference purposes. Once the distribution parameters are estimated, a simple Monte Carlo procedure is used for data generation. The wind speed data being generated can be used within the framework of the database-assisted design approach to determine wind effects on buildings by accounting for wind directionality.

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Acknowledgments

The author would like to thank E. Simiu, for providing valuable advice, and F. T. Lombardo, for providing wind speed data sets used in this work.

References

ASCE. (2010). Minimum design loads for buildings and other structures, ASCE, Reston, VA.
de Haan, L. (1994). “Extreme value statistics.” Extreme value theory and applications, J. Galambos, J. Lechner, and E. Simiu, eds., Kluwer Academic Publishers, Dordrecht, The Netherlands, 93–122.
Grigoriu, M. (2009). “Algorithms for generating large sets of synthetic directional wind speed data for hurricane, thunderstorm, and synoptic winds.”, National Institute of Standards and Technology, Gaithersburg, MD.
Lombardo, F. T., Main, J. A., and Simiu, E. (2009). “Automated extraction and classification of thunderstorm and non-thunderstorm wind data for extreme-value analysis.” J. Wind Eng. Ind. Aerod., 97(3–4), 120–131.
National Climatic Data Center (NCDC). (2011). Data documentation for data set 3505 (DSI-3505), 〈http://www1.ncdc.noaa.gov/pub/data/documentlibrary/tddoc/td3505.pdf〉 (May 17, 2012).
Simiu, E. (2011). Design of buildings for wind: A guide for ASCE 7-10 Standard users and designers of special structures, 2nd Ed., John Wiley & Sons, Hoboken, NJ.
Simiu, E., and Scanlan, R. H. (1996). Wind effects on structures, 3rd Ed., John Wiley & Sons, New York, NY.
Yeo, D., and Simiu, E. (2011). “High-rise reinforced concrete structures: Database-assisted design for wind.” J. Struct. Eng., 1340–1349.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 140Issue 10October 2014

History

Received: Aug 29, 2012
Accepted: Nov 7, 2013
Published online: May 14, 2014
Published in print: Oct 1, 2014
Discussion open until: Oct 14, 2014

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Authors

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DongHun Yeo [email protected]
M.ASCE
IPA Research Engineer, National Institute of Standards and Technology, Gaithersburg, MD 20899. E-mail: [email protected]

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