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    Statistical Analysis of Timber Bridges

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 008
    Author:
    Baidar Bakht
    DOI: 10.1061/(ASCE)0733-9445(1983)109:8(1761)
    Publisher: American Society of Civil Engineers
    Abstract: Because of large variations in the longitudinal modulus of elasticity of wood it is almost impossible to determine actual values of dead and live load moments and shears in a timber bridge. An approach is presented to calculate the mean values of moments and shears and their coefficients of variation.
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    • Statistics

      Statistical Analysis of Timber Bridges

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/29049
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    contributor authorBaidar Bakht
    date accessioned2017-05-08T20:50:46Z
    date available2017-05-08T20:50:46Z
    date copyrightAugust 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A8%281761%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29049
    description abstractBecause of large variations in the longitudinal modulus of elasticity of wood it is almost impossible to determine actual values of dead and live load moments and shears in a timber bridge. An approach is presented to calculate the mean values of moments and shears and their coefficients of variation.
    publisherAmerican Society of Civil Engineers
    titleStatistical Analysis of Timber Bridges
    typeJournal Paper
    journal volume109
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:8(1761)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 008
    contenttypeFulltext
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