Research Article
Jan 1978
Hyperbolic Cooling Tower Dynamic Response to Wind
Publication: Journal of the Structural Division
Volume 104, Issue 1
Abstract
The dynamic response of a hyperbolic cooling tower experiencing a wind loading is determined by a finite element method of analysis using a step-by-step numerical method of timewise integration. Using as the forcing function the actual recorded wind pressures neasured by transducers installed about the throat of the Martin's Creek tower, the tower's dynamic response is determined and compared to its quasistatic response.
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Published In
Journal of the Structural Division
Volume 104 • Issue 1 • January 1978
Pages: 35 - 53
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Jan 1978
Published online: Feb 1, 2021
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Authors
Affiliations
Ray L. Steinmetz
Engr., Exxon Production Research Co., Houston, Tex.; formerly, Grad. Student, Dept. of Civ. Engrg., Princeton Univ., Princeton, N.J
David P. Billington, M.ASCE
Prof. of Civ. Engrg., Princeton Univ., Princeton, N.J.
John F. Abel, M.ASCE
Asst. Prof. of Struct. Engrg., Cornell Univ., Ithaca, N.Y.
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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.