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    Shear Resistance and Calculation Method of UHPC-Encased CFST Composite Columns

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010::page 04025149-1
    Author:
    Cheng, Jun
    ,
    Yuan, Huihui
    ,
    Wu, Qingxiong
    ,
    Yang, Mingqing
    DOI: 10.1061/JSENDH.STENG-14644
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe ultrahigh-performance concrete (UHPC)-encased concrete-filled steel tubular (CFST) column (referred to as UC-CFST column) is a novel composite structure that fully leverages the outstanding material properties of UHPC, effectively addressing ...
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      Shear Resistance and Calculation Method of UHPC-Encased CFST Composite Columns

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313367
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    contributor authorCheng, Jun
    contributor authorYuan, Huihui
    contributor authorWu, Qingxiong
    contributor authorYang, Mingqing
    date accessioned2026-08-20T12:19:40Z
    date available2026-08-20T12:19:40Z
    date copyright2025/07/18
    date issued2025
    identifier otherJSENDH.STENG-14644.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313367
    description abstractAbstractThe ultrahigh-performance concrete (UHPC)-encased concrete-filled steel tubular (CFST) column (referred to as UC-CFST column) is a novel composite structure that fully leverages the outstanding material properties of UHPC, effectively addressing ...
    publisherAmerican Society of Civil Engineers
    titleShear Resistance and Calculation Method of UHPC-Encased CFST Composite Columns
    typeJournal Article
    journal volume151
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14644
    journal fristpage04025149-1
    journal lastpage04025149-18
    page18
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010
    contenttypeFulltext
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