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    Influence of Repeated and Sustained Loading on the Performance of Layered Wood–Concrete Composite Beams

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 003
    Author:
    J. Balogh
    ,
    M. Fragiacomo
    ,
    R. M. Gutkowski
    ,
    R. S. Fast
    DOI: 10.1061/(ASCE)0733-9445(2008)134:3(430)
    Publisher: American Society of Civil Engineers
    Abstract: The paper investigates the influence of cyclic and sustained loading on the performance of layered wood–concrete composite beams interconnected by a notched connection detail. A number of composite beams were conditioned in a climate chamber in order to raise the wood moisture content from the ambient value (5–7%) to about 12%. Then the beams were subjected to
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      Influence of Repeated and Sustained Loading on the Performance of Layered Wood–Concrete Composite Beams

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/35200
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    contributor authorJ. Balogh
    contributor authorM. Fragiacomo
    contributor authorR. M. Gutkowski
    contributor authorR. S. Fast
    date accessioned2017-05-08T21:00:30Z
    date available2017-05-08T21:00:30Z
    date copyrightMarch 2008
    date issued2008
    identifier other%28asce%290733-9445%282008%29134%3A3%28430%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35200
    description abstractThe paper investigates the influence of cyclic and sustained loading on the performance of layered wood–concrete composite beams interconnected by a notched connection detail. A number of composite beams were conditioned in a climate chamber in order to raise the wood moisture content from the ambient value (5–7%) to about 12%. Then the beams were subjected to
    publisherAmerican Society of Civil Engineers
    titleInfluence of Repeated and Sustained Loading on the Performance of Layered Wood–Concrete Composite Beams
    typeJournal Paper
    journal volume134
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2008)134:3(430)
    treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 003
    contenttypeFulltext
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