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    Experimental Evaluation of Seismic Retrofitting for Hollow RC Columns with Inner Anchored Concrete Filling and Outer CFRP Wrapping

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 009::page 04025057-1
    Author:
    Uemura, Keita
    ,
    Matuso, Ryohei
    ,
    Nomura, Kazuki
    ,
    Goto, Genta
    ,
    Takahashi, Yoshikazu
    DOI: 10.1061/JBENF2.BEENG-7447
    Publisher: American Society of Civil Engineers
    Abstract: Abstract A previous study experimentally observed that, while solid RC columns cast as a single unit can maintain a stable axial load-bearing capacity, concrete-filled hollow RC columns experience a significant reduction in this capacity following the ...
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      Experimental Evaluation of Seismic Retrofitting for Hollow RC Columns with Inner Anchored Concrete Filling and Outer CFRP Wrapping

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314288
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    • Journal of Bridge Engineering

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    contributor authorUemura, Keita
    contributor authorMatuso, Ryohei
    contributor authorNomura, Kazuki
    contributor authorGoto, Genta
    contributor authorTakahashi, Yoshikazu
    date accessioned2026-08-20T21:19:27Z
    date available2026-08-20T21:19:27Z
    date copyright2025/07/07
    date issued2025
    identifier otherJBENF2.BEENG-7447.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314288
    description abstractAbstract A previous study experimentally observed that, while solid RC columns cast as a single unit can maintain a stable axial load-bearing capacity, concrete-filled hollow RC columns experience a significant reduction in this capacity following the ...
    publisherAmerican Society of Civil Engineers
    titleExperimental Evaluation of Seismic Retrofitting for Hollow RC Columns with Inner Anchored Concrete Filling and Outer CFRP Wrapping
    typeJournal Article
    journal volume30
    journal issue9
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7447
    journal fristpage04025057-1
    journal lastpage04025057-17
    page17
    treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 009
    contenttypeFulltext
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