Research Article
Jun 1975
Buckling of Cooling-Tower Shells: State-of-the-Art
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VIEW THE REPLYAuthors: Peter P. Cole, AM.ASCE, John F. Abel, M.ASCE, and David P. Billington, M.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 101, Issue 6
Abstract
Various analytical, experimental, and numerical contributions to the buckling analyses of large hyperbolic cooling towers are summarized. The previously published results for axisymmetric pressures and asymmetric wind loadings of hyperboloids are compared to new bifurcation predictions by a finite element method. A limited series of wind-tunnel tests remain the only standard against which various analytical and numerical approaches can be judged. However, numerical studies seem most promising for investigating the effect of such design factors as variable thickness, flexible supports, and edge stiffening.
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Published In
Journal of the Structural Division
Volume 101 • Issue 6 • June 1975
Pages: 1185 - 1203
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Jun 1975
Published online: Feb 1, 2021
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Affiliations
Peter P. Cole, AM.ASCE
Research Engr., Laboratorium H. Hossdorf, Basel, Switzerland; formerly, Grad. Student, Dept. of Civ. Engrg., Princeton Univ., Princeton, N.J.
John F. Abel, M.ASCE
Asst. Prof. of Struct. Engrg., Cornell Univ., Ithaca, N.Y.; formerly, Lect. in Architecture and Civ. Engrg., Princeton, Univ., Princeton, N.J.
David P. Billington, M.ASCE
Prof. of Civ. Engrg., Princeton Univ., Princeton, N.J.
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