Research Article
Apr 1971
Free Vibration of Hyperbolic Cooling Towers
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 97, Issue 2
Abstract
A modified finite difference technique is used to determine the natural frequencies and mode shapes of hyperbolic cooling tower shells. The influence of the meridional curvature and the boundary conditions on the vibration characteristics of the tower is investigated. In all cases, changes in frequency are found to be essentially due to changes in membrane energy. It is shown that, for a fixed-free shell, the increased meridional curvature leads to an increase in the natural frequency. The lack of axial restraint results in a large reduction in the membrane energy and consequently the natural frequency. For simply-supported shells, a critical meridional curvature at which the membrane energy effectively vanishes is shown to exist.
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Published In
Journal of the Engineering Mechanics Division
Volume 97 • Issue 2 • April 1971
Pages: 253 - 269
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Apr 1971
Published online: Feb 3, 2021
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Mahmoud G. Hashish
Grad. Student, Faculty of Engrg. Science, The Univ. of Western Ontario, London, Canada
Salman H. Abu-Sitta, M.ASCE
Assoc. Prof., Fac. of Engrg. Sci., Univ. of Western Ontario, London, Canada
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