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    Enhancing Performance of Slab-Column Connections

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 003
    Author:
    Joo-Ha Lee
    ,
    Young-Soo Yoon
    ,
    Seung-Hoon Lee
    ,
    William D. Cook
    ,
    Denis Mitchell
    DOI: 10.1061/(ASCE)0733-9445(2008)134:3(448)
    Publisher: American Society of Civil Engineers
    Abstract: The influence of concentrated reinforcement in the immediate column region, the use of high-strength concrete slabs, as well as using puddled fiber-reinforced high-strength concrete in the slab in a region close to the column were investigated. The slab concrete strengths of the specimens were 30, 35, 40, 55, 65, and
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      Enhancing Performance of Slab-Column Connections

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35202
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    contributor authorJoo-Ha Lee
    contributor authorYoung-Soo Yoon
    contributor authorSeung-Hoon Lee
    contributor authorWilliam D. Cook
    contributor authorDenis Mitchell
    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%28448%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35202
    description abstractThe influence of concentrated reinforcement in the immediate column region, the use of high-strength concrete slabs, as well as using puddled fiber-reinforced high-strength concrete in the slab in a region close to the column were investigated. The slab concrete strengths of the specimens were 30, 35, 40, 55, 65, and
    publisherAmerican Society of Civil Engineers
    titleEnhancing Performance of Slab-Column Connections
    typeJournal Paper
    journal volume134
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2008)134:3(448)
    treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 003
    contenttypeFulltext
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