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    Lattice Shear Reinforcement for Enhancement of Slab-Column Connections

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author:
    Hong-Gun Park
    ,
    You-Ni Kim
    ,
    Jin-Gyu Song
    ,
    Su-Min Kang
    DOI: 10.1061/(ASCE)ST.1943-541X.0000484
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study was performed to investigate the unbalanced moment-carrying capacity of slab-column connections reinforced with lattice shear reinforcement. Cyclic loading tests were performed on four specimens with this lattice shear reinforcement. For comparison, eight specimens reinforced with existing shear reinforcement methods (studrails, shear bands, stirrups, and no shear reinforcement) were also tested. All shear reinforcement methods were designed to enhance the unbalanced moment-carrying capacity of the slab-column connections. The test results showed that in the enhancement of the unbalanced moment-carrying capacity of slab-column connections, lattice shear reinforcement was better than the other shear reinforcement methods. Lattice shear reinforcement increased the unbalanced moment-carrying capacity of the slab-column connections by more than 1.8 times that of the specimens without shear reinforcement. All shear reinforcement methods significantly improved the deformation capacity of the slab-column connections.
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      Lattice Shear Reinforcement for Enhancement of Slab-Column Connections

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68393
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    • Journal of Structural Engineering

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    contributor authorHong-Gun Park
    contributor authorYou-Ni Kim
    contributor authorJin-Gyu Song
    contributor authorSu-Min Kang
    date accessioned2017-05-08T21:59:38Z
    date available2017-05-08T21:59:38Z
    date copyrightMarch 2012
    date issued2012
    identifier other%28asce%29st%2E1943-541x%2E0000526.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68393
    description abstractAn experimental study was performed to investigate the unbalanced moment-carrying capacity of slab-column connections reinforced with lattice shear reinforcement. Cyclic loading tests were performed on four specimens with this lattice shear reinforcement. For comparison, eight specimens reinforced with existing shear reinforcement methods (studrails, shear bands, stirrups, and no shear reinforcement) were also tested. All shear reinforcement methods were designed to enhance the unbalanced moment-carrying capacity of the slab-column connections. The test results showed that in the enhancement of the unbalanced moment-carrying capacity of slab-column connections, lattice shear reinforcement was better than the other shear reinforcement methods. Lattice shear reinforcement increased the unbalanced moment-carrying capacity of the slab-column connections by more than 1.8 times that of the specimens without shear reinforcement. All shear reinforcement methods significantly improved the deformation capacity of the slab-column connections.
    publisherAmerican Society of Civil Engineers
    titleLattice Shear Reinforcement for Enhancement of Slab-Column Connections
    typeJournal Paper
    journal volume138
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000484
    treeJournal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 003
    contenttypeFulltext
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