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    Repair and Completion of Damaged Cooling Tower

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 003
    Author:
    P. L. Gould
    ,
    O. C. Guedelhoefer
    DOI: 10.1061/(ASCE)0733-9445(1989)115:3(576)
    Publisher: American Society of Civil Engineers
    Abstract: A 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.
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      Repair and Completion of Damaged Cooling Tower

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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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