Research Article
Jun 1972
Dynamics of Guyed Towers
Publication: Journal of the Structural Division
Volume 98, Issue 6
Abstract
The free vibration of a guyed tower has been analyzed taking into account the effect of the masses of the guys. Linearized differential equations of motion were derived for a guyed tower based on the assumption that the static deflection shape of the guys is a catenary. The results were evaluated to determine the effect of the following parammeters: (1) Effect of the static shape of the guys; (2) number of degrees-of-freedom of the mast and of the guys; (3) ambient temperature on the dynamic behavior of guyed towers.
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Published In
Journal of the Structural Division
Volume 98 • Issue 6 • June 1972
Pages: 1309 - 1323
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Jun 1972
Published online: Feb 1, 2021
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Authors
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Richard J. McCaffrey, AM.ASCE
Engr., Consoer, Townsend and Assoc., Chicago, Ill.
Alois J. Hartmann, M.ASCE
Assoc. Prof., Dept. fo Civ. Engrg., Marquette Univ., Milwaukee, Wisc.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.