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contributor authorP. L. Gould
contributor authorO. C. Guedelhoefer
date accessioned2017-05-08T20:53:14Z
date available2017-05-08T20:53:14Z
date copyrightMarch 1989
date issued1989
identifier other%28asce%290733-9445%281989%29115%3A3%28576%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30534
description abstractA large hyperbolic cooling tower, under construction and nearly completed, was struck by a falling tower crane during a tornado on April 17, 1978. Damage occurred at the upper edge where a V‐shaped notch was gouged. Also, considerable cracking beneath the notch was observed. The extent of the damage was documented by precision survey techniques and visual inspection. A comprehensive analytical study was performed to insure that the completed tower would meet the design criteria. The repair plan involved repairing the cracks, sawing back the notch in a step fashion, refurbishing the scaffolding, rebuilding the gouged region, and then carrying the construction to completion. Also, two circumferential stiffening rings were added to the shell.
publisherAmerican Society of Civil Engineers
titleRepair and Completion of Damaged Cooling Tower
typeJournal Paper
journal volume115
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1989)115:3(576)
treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 003
contenttypeFulltext


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