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    Reliability of Wood Structural Systems

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 009
    Author:
    William M. Bulleit
    ,
    David V. Rosowsky
    ,
    Kenneth J. Fridley
    ,
    Marvin E. Criswell
    DOI: 10.1061/(ASCE)0733-9445(1993)119:9(2629)
    Publisher: American Society of Civil Engineers
    Abstract: The state of the art of reliability analysis of wood structural systems is discussed. Both wood‐system behavior and system‐reliability analysis are included. Potential areas for research that could lead to better techniques for both reliability analysis and reliability‐based design of wood systems are considered. The suggested research areas, while emphasizing gravity‐loaded systems, have analogous counterparts for systems loaded by wind and earthquake. All wood systems need to be examined in more depth from a modeling and behavior standpoint, particularly with respect to simplified models suitable for reliability analysis. Ultimate capacity reliability is emphasized, but serviceability reliability considerations are also included. Perhaps the most important research area discussed is the characterization of the various types of wood systems so that limit‐state definitions can be developed.
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      Reliability of Wood Structural Systems

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    https://yetl.yabesh.ir/yetl1/handle/yetl/31770
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    contributor authorWilliam M. Bulleit
    contributor authorDavid V. Rosowsky
    contributor authorKenneth J. Fridley
    contributor authorMarvin E. Criswell
    date accessioned2017-05-08T20:55:13Z
    date available2017-05-08T20:55:13Z
    date copyrightSeptember 1993
    date issued1993
    identifier other%28asce%290733-9445%281993%29119%3A9%282629%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31770
    description abstractThe state of the art of reliability analysis of wood structural systems is discussed. Both wood‐system behavior and system‐reliability analysis are included. Potential areas for research that could lead to better techniques for both reliability analysis and reliability‐based design of wood systems are considered. The suggested research areas, while emphasizing gravity‐loaded systems, have analogous counterparts for systems loaded by wind and earthquake. All wood systems need to be examined in more depth from a modeling and behavior standpoint, particularly with respect to simplified models suitable for reliability analysis. Ultimate capacity reliability is emphasized, but serviceability reliability considerations are also included. Perhaps the most important research area discussed is the characterization of the various types of wood systems so that limit‐state definitions can be developed.
    publisherAmerican Society of Civil Engineers
    titleReliability of Wood Structural Systems
    typeJournal Paper
    journal volume119
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1993)119:9(2629)
    treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 009
    contenttypeFulltext
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