Research Article
Feb 1969

Minimum Weight Design of Hyperbolic Cooling Towers

Publication: Journal of the Structural Division
Volume 95, Issue 2

Abstract

The minimum weight design of hyperbolic cooling towers is examined. Taking the duty-performance coefficient as the primary behavior constraint, the design is formulated as a constrained optimization problem, and the critical dimensions of the lightest towers for various values of the duty-performance coefficient are tabulated considering a wide range of shell parameters. In general, the towers with sharper curvature appeared to be lighter when compared to other towers with the same duty-performance coefficient.

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Published In

Journal of the Structural Division
Volume 95Issue 2February 1969
Pages: 203 - 208

History

Published in print: Feb 1969
Published online: Feb 1, 2021

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Phillip L. Gould, AM.ASCE
Assoc. Prof. of Civil and Environmental Engrg., Washington Univ., St. Louis, Mo.

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