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    Markov Model for Wood Structural Systems

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author:
    William M. Bulleit
    DOI: 10.1061/(ASCE)0733-9445(1987)113:9(2023)
    Publisher: American Society of Civil Engineers
    Abstract: A model to predict the ultimate capacity reliability of wood systems is developed. The model is analogous to Markov cumulative damage models. System ultimate capacity is defined as the failure of two adjacent members. The reliability of a 12‐member wood system under a snow load history is examined. Practical systems exhibit a 50‐yr ultimate capacity reliability greater than or equal to the reliability with respect to first‐member, first‐cycle failure. This reliability level is suggested as a possible future design criterion. The model is used for snow load histories that produce both stationary and nonstationary behavior over the structure life. Potentially unconservative assumptions used in the model development are explicitly stated and discussed.
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      Markov Model for Wood Structural Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30164
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    contributor authorWilliam M. Bulleit
    date accessioned2017-05-08T20:52:41Z
    date available2017-05-08T20:52:41Z
    date copyrightSeptember 1987
    date issued1987
    identifier other%28asce%290733-9445%281987%29113%3A9%282023%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30164
    description abstractA model to predict the ultimate capacity reliability of wood systems is developed. The model is analogous to Markov cumulative damage models. System ultimate capacity is defined as the failure of two adjacent members. The reliability of a 12‐member wood system under a snow load history is examined. Practical systems exhibit a 50‐yr ultimate capacity reliability greater than or equal to the reliability with respect to first‐member, first‐cycle failure. This reliability level is suggested as a possible future design criterion. The model is used for snow load histories that produce both stationary and nonstationary behavior over the structure life. Potentially unconservative assumptions used in the model development are explicitly stated and discussed.
    publisherAmerican Society of Civil Engineers
    titleMarkov Model for Wood Structural Systems
    typeJournal Paper
    journal volume113
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1987)113:9(2023)
    treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 009
    contenttypeFulltext
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