DISCUSSIONS AND CLOSURES
Feb 1, 1996
Discussion: Cause of Deformed Shapes in Cooling Towers
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Volume 122, Issue 2
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References
1.
Godoy, L. A.(1984). “On the collapse of cooling towers with structural imperfections.”Proc. Inst. of Civ. Engrs., London, U.K., Part 2, 77, 419–427.
2.
Godoy, L. A., Croll, J. G. A., and Kemp, K. O.(1985). “Stresses in axially loaded cylinders with imperfections and cracks.”J. Strain Anal., 20(1), 15–22.
3.
Kemp, K. O., and Croll, J. G. A.(1976). “The role of geometric imperfections in the collapse of a cooling tower.”The Struct. Engr., 54(1), 33–37.
4.
Larrabee, R. D., Billington, D., and Abel, J. F.(1974). “Thermal loading of thin-shell concrete cooling towers.”J. Struct. Div., ASCE, 100(12), 2367–2383.
5.
Novillo, N., and Godoy, L. A. (1987). “Long-term deformations in concrete cylindrical shells with imperfections.”Colloquia 87, Proc. of the South Am. Conf. on Struct. Engrg., Univ. of Rio Grande du Sol, Porto Allegre, Brazil, 119–131 (in Spanish).
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Published In
Journal of Structural Engineering
Volume 122 • Issue 2 • February 1996
Pages: 220 - 222
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Feb 1, 1996
Published in print: Feb 1996
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Authors
Affiliations
Luis A. Godoy, Member, ASCE
Prof., Civ. Engrg. Dept. and Civ. Infrastructure Res. Ctr., Univ. of Puerto Rico, Mayaguez, PR 00681-5000.
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