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    Monitoring-Based Fatigue Reliability Assessment of Steel Bridges: Analytical Model and Application

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 012
    Author:
    Y. Q. Ni
    ,
    X. W. Ye
    ,
    J. M. Ko
    DOI: 10.1061/(ASCE)ST.1943-541X.0000250
    Publisher: American Society of Civil Engineers
    Abstract: A fatigue reliability model which integrates the probability distribution of hot spot stress range with a continuous probabilistic formulation of Miner’s damage cumulative rule is developed for fatigue life and reliability evaluation of steel bridges with long-term monitoring data. By considering both the nominal stress obtained by measurements and the corresponding stress concentration factor (SCF) as random variables, a probabilistic model of the hot spot stress is formulated with the use of the
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      Monitoring-Based Fatigue Reliability Assessment of Steel Bridges: Analytical Model and Application

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/68143
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    • Journal of Structural Engineering

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    contributor authorY. Q. Ni
    contributor authorX. W. Ye
    contributor authorJ. M. Ko
    date accessioned2017-05-08T21:59:11Z
    date available2017-05-08T21:59:11Z
    date copyrightDecember 2010
    date issued2010
    identifier other%28asce%29st%2E1943-541x%2E0000290.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68143
    description abstractA fatigue reliability model which integrates the probability distribution of hot spot stress range with a continuous probabilistic formulation of Miner’s damage cumulative rule is developed for fatigue life and reliability evaluation of steel bridges with long-term monitoring data. By considering both the nominal stress obtained by measurements and the corresponding stress concentration factor (SCF) as random variables, a probabilistic model of the hot spot stress is formulated with the use of the
    publisherAmerican Society of Civil Engineers
    titleMonitoring-Based Fatigue Reliability Assessment of Steel Bridges: Analytical Model and Application
    typeJournal Paper
    journal volume136
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000250
    treeJournal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 012
    contenttypeFulltext
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