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contributor authorP. N. Godbole
contributor authorM. N. Viladkar
contributor authorA. Tankha
date accessioned2017-05-08T22:38:30Z
date available2017-05-08T22:38:30Z
date copyrightNovember 1998
date issued1998
identifier other%28asce%290733-9399%281998%29124%3A11%281269%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84715
description abstractOwing to the large expanse of cooling towers, it is not possible to maintain the exact shape of a tower during construction. Alterations in shape also occur due to secondary effects like shrinkage and cracking. These alterations cause the failure of some towers. This paper deals with the application of semiloof shell elements in the analysis of towers with bulge imperfections for both dead and wind loads. Four parameters, namely, (1) radial error amplitude, ζ
publisherAmerican Society of Civil Engineers
titleHyperbolic Cooling Towers with Bulge Imperfections
typeJournal Paper
journal volume124
journal issue11
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1998)124:11(1269)
treeJournal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 011
contenttypeFulltext


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