Buckling of Cooling-Tower Shells: Bifurcation Results

by Peter P. Cole, (A.M.ASCE), Research Engr.; Laboratorium H. Hossdorf, Basel, Switzerland; formerly, Grad. Student in Civ. Engrg., Princeton Univ., Princeton, N.J.,
David P. Billington, (M.ASCE), Prof. of Civ. Engrg.; Princeton Univ., 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.,


Serial Information: Journal of the Structural Division, 1975, Vol. 101, Issue 6, Pg. 1205-1222


Document Type: Journal Paper

Discussion: Mungan Ihsan (See full record)
Discussion: Shieh William Y.J. (See full record)
Closure: (See full record)

Abstract: This paper describes studies of bifurcation buckling of hyperboloids used for large-scale cooling towers. Those studies include the effects of flexible supports, combined loadings from wind, dead weight, and temperature, shell cracking, different variations in the wind pressure distribution, and changes in the shell thickening. Comparisons are made between numerical and wind-tunnel results. The finite element formulation used is examined and results are presented for the tower at the Trojan Nuclear Power Plant on the Columbia River, Oregon.

Subject Headings: Buckling | Cooling towers | Bifurcations | Power plants | Wind pressure | Wind loads | Pressure distribution | Dead loads | Oregon

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