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    Tensile Behavior of Truss Connectors in Double-Skin Composite Walls

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012::page 04025209-1
    Author:
    Qin, Ying
    ,
    Mei, Ke
    ,
    Wang, Jiangnan
    ,
    Zhou, Guangen
    ,
    Jiang, Ke
    DOI: 10.1061/JSENDH.STENG-15128
    Publisher: American Society of Civil Engineers
    Abstract: AbstractDouble-skin composite walls are widely used in high-rise buildings. Connectors are used to transfer shear loads between steel plates and the infilled concrete, enabling composite action between the two materials. However, the connectors may also ...
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      Tensile Behavior of Truss Connectors in Double-Skin Composite Walls

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313457
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    contributor authorQin, Ying
    contributor authorMei, Ke
    contributor authorWang, Jiangnan
    contributor authorZhou, Guangen
    contributor authorJiang, Ke
    date accessioned2026-08-20T12:25:56Z
    date available2026-08-20T12:25:56Z
    date copyright2025/10/07
    date issued2025
    identifier otherJSENDH.STENG-15128.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313457
    description abstractAbstractDouble-skin composite walls are widely used in high-rise buildings. Connectors are used to transfer shear loads between steel plates and the infilled concrete, enabling composite action between the two materials. However, the connectors may also ...
    publisherAmerican Society of Civil Engineers
    titleTensile Behavior of Truss Connectors in Double-Skin Composite Walls
    typeJournal Article
    journal volume151
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-15128
    journal fristpage04025209-1
    journal lastpage04025209-24
    page24
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012
    contenttypeFulltext
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