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    Seismic Performance of Joint between Locally Reinforced Multichamber Concrete-Filled L-Shaped Steel Columns and H-Shaped Beams

    Source: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 003::page 04026002-1
    Author:
    Chen, Anying
    ,
    Yan, Shilong
    ,
    Wang, Bo
    ,
    Yuan, Lizheng
    DOI: 10.1061/JSENDH.STENG-15634
    Publisher: American Society of Civil Engineers
    Abstract: AbstractOwing to their irregular geometry, L-shaped steel-tube concrete column frame joints are prone to stress concentration at corners and welds, and the torsional performance of L-shaped columns is poor, which may lead to structural instability in ...
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      Seismic Performance of Joint between Locally Reinforced Multichamber Concrete-Filled L-Shaped Steel Columns and H-Shaped Beams

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313509
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    contributor authorChen, Anying
    contributor authorYan, Shilong
    contributor authorWang, Bo
    contributor authorYuan, Lizheng
    date accessioned2026-08-20T12:28:24Z
    date available2026-08-20T12:28:24Z
    date copyright2026/01/05
    date issued2026
    identifier otherJSENDH.STENG-15634.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313509
    description abstractAbstractOwing to their irregular geometry, L-shaped steel-tube concrete column frame joints are prone to stress concentration at corners and welds, and the torsional performance of L-shaped columns is poor, which may lead to structural instability in ...
    publisherAmerican Society of Civil Engineers
    titleSeismic Performance of Joint between Locally Reinforced Multichamber Concrete-Filled L-Shaped Steel Columns and H-Shaped Beams
    typeJournal Article
    journal volume152
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-15634
    journal fristpage04026002-1
    journal lastpage04026002-19
    page19
    treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 003
    contenttypeFulltext
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