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    Comparison of Retrofits for Three Strut-Arm Tainter Gates Using a Longevity Corrosion Maintenance Factor

    Source: Practice Periodical on Structural Design and Construction:;2014:;Volume ( 019 ):;issue: 004
    Author:
    Christopher M.
    ,
    Abela
    DOI: 10.1061/(ASCE)SC.1943-5576.0000215
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a methodology to compare various Tainter gate strut-arm retrofit techniques based on the longevity corrosion maintenance (LCM) factor. The rating system is designed to encourage agencies to select retrofits that will better upgrade existing conditions to meet current design standards for hydraulic steel structures and achieve a long design life. An overview of past Tainter gate failures, governing strut-arm load cases, past strut-arm retrofit strategies, current design standards for hydraulic steel structures, and the consequences of welding or bolting to existing structures has been considered in this study as evidence to support the proposed Tainter gate retrofit comparison methodology. An example problem illustrates how to determine the LCM factor and assign a LCM grade for three retrofit scenarios.
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      Comparison of Retrofits for Three Strut-Arm Tainter Gates Using a Longevity Corrosion Maintenance Factor

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    contributor authorChristopher M.
    contributor authorAbela
    date accessioned2017-05-08T21:58:46Z
    date available2017-05-08T21:58:46Z
    date copyrightNovember 2014
    date issued2014
    identifier other%28asce%29st%2E1943-541x%2E0000052.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67895
    description abstractThis paper presents a methodology to compare various Tainter gate strut-arm retrofit techniques based on the longevity corrosion maintenance (LCM) factor. The rating system is designed to encourage agencies to select retrofits that will better upgrade existing conditions to meet current design standards for hydraulic steel structures and achieve a long design life. An overview of past Tainter gate failures, governing strut-arm load cases, past strut-arm retrofit strategies, current design standards for hydraulic steel structures, and the consequences of welding or bolting to existing structures has been considered in this study as evidence to support the proposed Tainter gate retrofit comparison methodology. An example problem illustrates how to determine the LCM factor and assign a LCM grade for three retrofit scenarios.
    publisherAmerican Society of Civil Engineers
    titleComparison of Retrofits for Three Strut-Arm Tainter Gates Using a Longevity Corrosion Maintenance Factor
    typeJournal Paper
    journal volume19
    journal issue4
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000215
    treePractice Periodical on Structural Design and Construction:;2014:;Volume ( 019 ):;issue: 004
    contenttypeFulltext
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