Cooling Towers Supported on Columnsby Salman H. Abu-Sitta, (M.ASCE), Assoc. Prof.; Fac. of Engrg. Sci., Univ. of Western Ontario, London, Canada,
Serial Information: Journal of the Structural Division, 1970, Vol. 96, Issue 12, Pg. 2575-2588
Document Type: Journal Paper
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Stresses due to the individual effects of forces, moments and deformations at the base of a hyperboloidal cooling tower are presented. With the assumption that the column-spacing is sufficiently small to permit taking an average stiffness per unit length, forces and moments in a loaded cooling tower, supported on columns, are calculated for different column stiffnesses and different load distributions in the circumferential direction. It is shown that: all base displacements have finite values, membrane (not bending) stiffness of the column is important and column effect is noticeable when bending noments are significant.
Subject Headings: Columns | Cooling towers | Stiffening | Load distribution | Load factors | Bending (structural) | Deformation (mechanics) | Permits
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