Research Article
Oct 1969
Response of Cooling Tower to Turbulent Wind
Publication: Journal of the Structural Division
Volume 95, Issue 10
Abstract
Existing knowledge on the behavior of cooling towers is summarized. The natural frequencies of a cooling tower are obtained from the equilibrium equations, in finite difference form, by assuming the vibration to be the sum of uncoupled circular modes. The numerical results are compared to published results for the natural frequencies of full-sized cooling towers. An experimental study of an aeroelastic model cooling tower in a turbulent boundary layer wind tunnel is reported. The experimental peak deflections were found to be about 2-1/2 times the generally accepted pseudo-static or mean deflections.
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Published In
Journal of the Structural Division
Volume 95 • Issue 10 • October 1969
Pages: 2057 - 2076
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Oct 1969
Published online: Feb 1, 2021
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Authors
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Noel J. Gardner
Assoc. Prof. of Civ. Engrg., Univ. of Ottawa, ottawa, Canada
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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.