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    A Proposed Detail for the Panel Zone of Steel Beam to Built-Up Box Column Moment Resisting Connections

    Source: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 003::page 04025292-1
    Author:
    Najafgholipour, Mohammad Amir
    ,
    Peykari, Kianoush
    ,
    Hamtaei, Mohammad Reza
    DOI: 10.1061/JSENDH.STENG-14068
    Publisher: American Society of Civil Engineers
    Abstract: AbstractIn this study, internal stiffening of the flange of box columns is proposed as an alternative for continuity plates in beam to built-up box column moment resisting connections. According to the welding sequence in fabricating connections with the ...
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      A Proposed Detail for the Panel Zone of Steel Beam to Built-Up Box Column Moment Resisting Connections

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313291
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    contributor authorNajafgholipour, Mohammad Amir
    contributor authorPeykari, Kianoush
    contributor authorHamtaei, Mohammad Reza
    date accessioned2026-08-20T12:15:40Z
    date available2026-08-20T12:15:40Z
    date copyright2025/12/29
    date issued2026
    identifier otherJSENDH.STENG-14068.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313291
    description abstractAbstractIn this study, internal stiffening of the flange of box columns is proposed as an alternative for continuity plates in beam to built-up box column moment resisting connections. According to the welding sequence in fabricating connections with the ...
    publisherAmerican Society of Civil Engineers
    titleA Proposed Detail for the Panel Zone of Steel Beam to Built-Up Box Column Moment Resisting Connections
    typeJournal Article
    journal volume152
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14068
    journal fristpage04025292-1
    journal lastpage04025292-17
    page17
    treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 003
    contenttypeFulltext
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