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Method of analysis for high, guyed towers under wind loading, readily adapted to computer use; planes containing guys with or without insulators or ice loading are changed by drag and lift forces produced by wind; these forces together with tower motion are used to compute 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 guys are considered; analysis of two-way bending of guyed towers is also included and method of solution presented.
Method of analysis for high, guyed towers under wind loading, readily adapted to computer use; planes containing guys with or without insulators or ice loading are changed by drag and lift forces produced by wind; these forces together with tower motion are used to compute 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 guys are considered; analysis of two-way bending of guyed towers is also included and method of solution presented.
Analysis of high guyed towers
ASCE -- Proc (J Structural Div)
Odley, E.G. (author)
1966
29 pages
Article (Journal)
English
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