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    Characterization of Bearing Strength Factors in Pegged Timber Connections

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author:
    J. R. Church
    ,
    B. W. Tew
    DOI: 10.1061/(ASCE)0733-9445(1997)123:3(326)
    Publisher: American Society of Civil Engineers
    Abstract: A consistent design approach for pegged timber framed connections can be developed by modifying the current
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      Characterization of Bearing Strength Factors in Pegged Timber Connections

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/32684
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    • Journal of Structural Engineering

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    contributor authorJ. R. Church
    contributor authorB. W. Tew
    date accessioned2017-05-08T20:56:39Z
    date available2017-05-08T20:56:39Z
    date copyrightMarch 1997
    date issued1997
    identifier other%28asce%290733-9445%281997%29123%3A3%28326%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32684
    description abstractA consistent design approach for pegged timber framed connections can be developed by modifying the current
    publisherAmerican Society of Civil Engineers
    titleCharacterization of Bearing Strength Factors in Pegged Timber Connections
    typeJournal Paper
    journal volume123
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1997)123:3(326)
    treeJournal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 003
    contenttypeFulltext
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