Research Article
May 1974
Response of Hyperbolic Cooling Towers to Turbulent Wind
Publication: Journal of the Structural Division
Volume 100, Issue 5
Abstract
The paper outlines a general procedure to predict the dynamic response, including resonance of hyperbolic cooling towers to turbulent winds. Pressure spectra on the tower surface were measured in a boundary layer wind tunnel. Simplifying assumptions have led to the description of pressure spectra and response spectra by means of compact formulation. Application to full-scale towers, including Ferrybridge, is examined. It is concluded that the windward and wake regions are not correlated; the quasi-steady response resides mainly in the coupled harmonics m=1, 2, 3; and the resonant response resides mainly in the harmonics m=4, 5, 6. It is also concluded that while the quasi-steady response increases as wind velocity squared, the resonant response increases faster than wind velocity cubed.
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Published In
Journal of the Structural Division
Volume 100 • Issue 5 • May 1974
Pages: 1037 - 1051
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: May 1974
Published online: Feb 1, 2021
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Mahmoud G. Hashish
Asst. Prof., Faculty of Engrs., Ain Shams Univ., Egypt; formerly, Grad. Student, Univ. of Western Ontario, London, Canada
Salman H. Abu-Sitta, M.ASCE
Assoc. Prof., Faculty of Engrg. Sci., Univ. of Western Ontario, London, Canada
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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.