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    Deterioration Assessment and Rehabilitation Design of Existing Steel Bridge

    Source: Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 001
    Author:
    Daniel N. Farhey
    ,
    Razi Naghavi
    ,
    Alper Levi
    ,
    Aniruddha M. Thakur
    ,
    Mark A. Pickett
    ,
    Douglas K. Nims
    ,
    A. Emin Aktan
    DOI: 10.1061/(ASCE)1084-0702(2000)5:1(39)
    Publisher: American Society of Civil Engineers
    Abstract: Diagnostic truck-load tests and microstructural analysis were applied for structural deterioration assessment of a steel truss bridge and its rehabilitation design. The feasibility and potential benefits of using advanced field experimental techniques within a structural-identification framework have been demonstrated. Experimental information, coupled with visual inspection, engineering experience, and intuition, increased the level of confidence in the results of the condition-assessment process, permitting a more rational and cost-effective rehabilitation design. Based on the condition assessment, a two-step rehabilitation is recommended for the bridge:
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      Deterioration Assessment and Rehabilitation Design of Existing Steel Bridge

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    http://yetl.yabesh.ir/yetl1/handle/yetl/50470
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    • Journal of Bridge Engineering

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    contributor authorDaniel N. Farhey
    contributor authorRazi Naghavi
    contributor authorAlper Levi
    contributor authorAniruddha M. Thakur
    contributor authorMark A. Pickett
    contributor authorDouglas K. Nims
    contributor authorA. Emin Aktan
    date accessioned2017-05-08T21:24:45Z
    date available2017-05-08T21:24:45Z
    date copyrightFebruary 2000
    date issued2000
    identifier other%28asce%291084-0702%282000%295%3A1%2839%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50470
    description abstractDiagnostic truck-load tests and microstructural analysis were applied for structural deterioration assessment of a steel truss bridge and its rehabilitation design. The feasibility and potential benefits of using advanced field experimental techniques within a structural-identification framework have been demonstrated. Experimental information, coupled with visual inspection, engineering experience, and intuition, increased the level of confidence in the results of the condition-assessment process, permitting a more rational and cost-effective rehabilitation design. Based on the condition assessment, a two-step rehabilitation is recommended for the bridge:
    publisherAmerican Society of Civil Engineers
    titleDeterioration Assessment and Rehabilitation Design of Existing Steel Bridge
    typeJournal Paper
    journal volume5
    journal issue1
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2000)5:1(39)
    treeJournal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 001
    contenttypeFulltext
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