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    Wood Damage Accumulation by Stochastic Load Models

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 011
    Author:
    Ross B. Corotis
    ,
    Daniel P. Sheehan
    DOI: 10.1061/(ASCE)0733-9445(1986)112:11(2402)
    Publisher: American Society of Civil Engineers
    Abstract: Various creep rupture damage accumulation models are reviewed, and two recent models proposed by Barrett and Foschi are investigated in detail. Two different stochastic load models are then developed. One is for roof snow load, incorporating daily snowfall and melting, and the other is for floor live load. This latter model includes sustained and extraordinary load processes, each with their own occurrences, magnitudes and durations. Simulations are conducted for snow load models calibrated for Boston, Massachusetts, and Buffalo, New York, and for live loads for residential occupancies and office occupancies. In all cases, damage is accumulated for two different damage accumulation models, with parameters evaluated for Douglas fir. Results indicate some sensitivity to damage model, but a consistent pattern for the mean and standard deviation of damage accumulation for both damage models and all load models.
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      Wood Damage Accumulation by Stochastic Load Models

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    contributor authorRoss B. Corotis
    contributor authorDaniel P. Sheehan
    date accessioned2017-05-08T20:51:50Z
    date available2017-05-08T20:51:50Z
    date copyrightNovember 1986
    date issued1986
    identifier other%28asce%290733-9445%281986%29112%3A11%282402%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29694
    description abstractVarious creep rupture damage accumulation models are reviewed, and two recent models proposed by Barrett and Foschi are investigated in detail. Two different stochastic load models are then developed. One is for roof snow load, incorporating daily snowfall and melting, and the other is for floor live load. This latter model includes sustained and extraordinary load processes, each with their own occurrences, magnitudes and durations. Simulations are conducted for snow load models calibrated for Boston, Massachusetts, and Buffalo, New York, and for live loads for residential occupancies and office occupancies. In all cases, damage is accumulated for two different damage accumulation models, with parameters evaluated for Douglas fir. Results indicate some sensitivity to damage model, but a consistent pattern for the mean and standard deviation of damage accumulation for both damage models and all load models.
    publisherAmerican Society of Civil Engineers
    titleWood Damage Accumulation by Stochastic Load Models
    typeJournal Paper
    journal volume112
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1986)112:11(2402)
    treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 011
    contenttypeFulltext
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