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    Comparative Performance of Timber Bridges

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 007
    Author:
    Richard M. Gutkowski
    ,
    William J. McCutcheon
    DOI: 10.1061/(ASCE)0733-9445(1987)113:7(1468)
    Publisher: American Society of Civil Engineers
    Abstract: Eighteen timber bridges built in the late 1960s and early 1970s are inspected to determine the performance of their various components. In general, the bridges are in excellent structural condition. Glulam decks provide effective “roofs” over stringers as shown by relatively low moisture content readings in the stringers. The findings support the use of dry use design stresses for stringers but not for decks.
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      Comparative Performance of Timber Bridges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30115
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    contributor authorRichard M. Gutkowski
    contributor authorWilliam J. McCutcheon
    date accessioned2017-05-08T20:52:36Z
    date available2017-05-08T20:52:36Z
    date copyrightJuly 1987
    date issued1987
    identifier other%28asce%290733-9445%281987%29113%3A7%281468%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30115
    description abstractEighteen timber bridges built in the late 1960s and early 1970s are inspected to determine the performance of their various components. In general, the bridges are in excellent structural condition. Glulam decks provide effective “roofs” over stringers as shown by relatively low moisture content readings in the stringers. The findings support the use of dry use design stresses for stringers but not for decks.
    publisherAmerican Society of Civil Engineers
    titleComparative Performance of Timber Bridges
    typeJournal Paper
    journal volume113
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1987)113:7(1468)
    treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 007
    contenttypeFulltext
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