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    Reliability of Steel Doweled Wood Connections Designed to <i>ASCE 16-95</i>

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author:
    William M. Bulleit
    DOI: 10.1061/(ASCE)0733-9445(2006)132:3(441)
    Publisher: American Society of Civil Engineers
    Abstract: First-order reliability analyses were performed for wood connections, using bolts, nails, lag screws, and wood screws, including both wood and steel side plates, designed to
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      Reliability of Steel Doweled Wood Connections Designed to <i>ASCE 16-95</i>

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34756
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    contributor authorWilliam M. Bulleit
    date accessioned2017-05-08T20:59:45Z
    date available2017-05-08T20:59:45Z
    date copyrightMarch 2006
    date issued2006
    identifier other%28asce%290733-9445%282006%29132%3A3%28441%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34756
    description abstractFirst-order reliability analyses were performed for wood connections, using bolts, nails, lag screws, and wood screws, including both wood and steel side plates, designed to
    publisherAmerican Society of Civil Engineers
    titleReliability of Steel Doweled Wood Connections Designed to ASCE 16-95
    typeJournal Paper
    journal volume132
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2006)132:3(441)
    treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003
    contenttypeFulltext
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