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    Reliability Model for Wood Structural Systems

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 005
    Author:
    William M. Bulleit
    DOI: 10.1061/(ASCE)0733-9445(1986)112:5(1125)
    Publisher: American Society of Civil Engineers
    Abstract: An approximate reliability model for wood structural systems is suggested. The model requires that the probability of first member failure be determined using a wood system model which includes partial composite and two‐way action. The proposed model can then be used to estimate ultimate capacity reliability from first member failure probability. System ultimate capacity is defined as failure of two adjacent members or failure of a set number of members, whichever occurs first. It is demonstrated that the use of first member failure as an ultimate limit state is not necessarily conservative. The level of the reliability with respect to the first failed member versus system reliability must be considered. The relationship between first member reliability and system reliability is an S‐curve. Some guidelines are suggested for determining safe levels of first member reliability as well as setting target reliability levels for use in development of a LRFD code.
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      Reliability Model for Wood Structural Systems

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    contributor authorWilliam M. Bulleit
    date accessioned2017-05-08T20:52:00Z
    date available2017-05-08T20:52:00Z
    date copyrightMay 1986
    date issued1986
    identifier other%28asce%290733-9445%281986%29112%3A5%281125%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29784
    description abstractAn approximate reliability model for wood structural systems is suggested. The model requires that the probability of first member failure be determined using a wood system model which includes partial composite and two‐way action. The proposed model can then be used to estimate ultimate capacity reliability from first member failure probability. System ultimate capacity is defined as failure of two adjacent members or failure of a set number of members, whichever occurs first. It is demonstrated that the use of first member failure as an ultimate limit state is not necessarily conservative. The level of the reliability with respect to the first failed member versus system reliability must be considered. The relationship between first member reliability and system reliability is an S‐curve. Some guidelines are suggested for determining safe levels of first member reliability as well as setting target reliability levels for use in development of a LRFD code.
    publisherAmerican Society of Civil Engineers
    titleReliability Model for Wood Structural Systems
    typeJournal Paper
    journal volume112
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1986)112:5(1125)
    treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 005
    contenttypeFulltext
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