Research Article
Oct 1973
Logarithmic Profiles and Design Wind Speeds
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VIEW THE REPLYAuthor: Emil SimiuAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 99, Issue 5
Abstract
A simple procedure is presented for determining mean velocity profiles for purposes of structural design. The procedure is based on recent results of atmospheric boundary layer studies, for which a satisfactory theoretical, as well as experimental, foundation exists. It is shown that for high winds, e.g., these of interest to the structural engineer, the logarithmic law is valid up to heights of a few hundred meters. Similarity relations are used, on the basis of which it is possible to calculate wind speeds over built-up terrain if the wind speed over open terrain is known. Experimental data reported in the literature are presented, which confirm the validity of the procedure and suggest that the logarithmic law, widely recognized by meteorologists as an improvement over the power law, may supersede the latter for purposes of structural design.
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Published In
Journal of the Engineering Mechanics Division
Volume 99 • Issue 5 • October 1973
Pages: 1073 - 1083
Copyright
© 1973 American Society of Civil Engineers.
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Published in print: Oct 1973
Published online: Feb 3, 2021
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Emil Simiu
Postdoctoral Res. Assoc., Center for Building Tech., National Bureau of Standards, Washington, D.C.
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