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    Test Study on Beam–Column Joints in Modular Wall Light Steel Concrete Frame Structure under Low Cyclic Loading

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010::page 04025165-1
    Author:
    Qiao, Wentao
    ,
    Zhang, Guowen
    ,
    Huang, Zhiyuan
    ,
    Zhang, Shiyu
    ,
    Yan, Bing
    DOI: 10.1061/JSENDH.STENG-14667
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe multilimb cold-formed thin-walled steel concrete composite column and H-shaped steel beam joint (MCTSCC–HSB joint) is a critical beam–column connection in novel ultra-low-energy modular wall prefabricated building system. To evaluate its ...
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      Test Study on Beam–Column Joints in Modular Wall Light Steel Concrete Frame Structure under Low Cyclic Loading

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313372
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    contributor authorQiao, Wentao
    contributor authorZhang, Guowen
    contributor authorHuang, Zhiyuan
    contributor authorZhang, Shiyu
    contributor authorYan, Bing
    date accessioned2026-08-20T12:20:07Z
    date available2026-08-20T12:20:07Z
    date copyright2025/07/31
    date issued2025
    identifier otherJSENDH.STENG-14667.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313372
    description abstractAbstractThe multilimb cold-formed thin-walled steel concrete composite column and H-shaped steel beam joint (MCTSCC–HSB joint) is a critical beam–column connection in novel ultra-low-energy modular wall prefabricated building system. To evaluate its ...
    publisherAmerican Society of Civil Engineers
    titleTest Study on Beam–Column Joints in Modular Wall Light Steel Concrete Frame Structure under Low Cyclic Loading
    typeJournal Article
    journal volume151
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14667
    journal fristpage04025165-1
    journal lastpage04025165-13
    page13
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010
    contenttypeFulltext
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