Research Article
Feb 1966
Analysis of High Guyed Towers
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VIEW THE REPLYAuthor: Ezra G. OdleyAuthor Affiliations
Publication: Journal of the Structural Division
Volume 92, Issue 1
Abstract
A method of analysis for high, guyed towers under wind loading, readily adapted to computer use, is presented. The planes containing guys with or without insulators or ice loading are changed by drag and lift forces produced by wind; and these forces together with tower motion are used to compute the variable spring constants for determining guy reactions. All significant secondary effects including increase in shear caused by shaft distortion and web member strains, eccentricity of shaft between guy levels, and external moments produced at each level by the guys are considered. An analysis of two-way bending of guyed towers is also included and a method of solution presented.
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Published In
Journal of the Structural Division
Volume 92 • Issue 1 • February 1966
Pages: 169 - 198
Copyright
© 1966 American Society of Civil Engineers.
History
Published in print: Feb 1966
Published online: Feb 1, 2021
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Authors
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Ezra G. Odley
Structural Engr., Bur. of Yards and nocks, Navy Dept., Washington, D. C.
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