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    Seismic Testing and Modeling of Full-Scale Substandard RC Columns Retrofitted with Sprayed GFRM with and without Basalt Mesh under High Axial Compression and Shear Demand

    Source: Journal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 004::page 04025022-1
    Author:
    Nima Kian
    ,
    Ugur Demir
    ,
    Ali Osman Ates
    ,
    Oguz C. Celik
    ,
    Alper Ilki
    DOI: 10.1061/JCCOF2.CCENG-5227
    Publisher: American Society of Civil Engineers
    Abstract: This study presents the experimental and analytical hysteretic behaviors of eight full-scale RC square and rectangular columns. The columns were designed to have different shear spans that represent: (1) a column that complies with the Turkish Government Ministry of Reconstruction and Resettlement’s (
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      Seismic Testing and Modeling of Full-Scale Substandard RC Columns Retrofitted with Sprayed GFRM with and without Basalt Mesh under High Axial Compression and Shear Demand

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    contributor authorNima Kian
    contributor authorUgur Demir
    contributor authorAli Osman Ates
    contributor authorOguz C. Celik
    contributor authorAlper Ilki
    date accessioned2025-08-17T22:37:17Z
    date available2025-08-17T22:37:17Z
    date copyright8/1/2025 12:00:00 AM
    date issued2025
    identifier otherJCCOF2.CCENG-5227.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307204
    description abstractThis study presents the experimental and analytical hysteretic behaviors of eight full-scale RC square and rectangular columns. The columns were designed to have different shear spans that represent: (1) a column that complies with the Turkish Government Ministry of Reconstruction and Resettlement’s (
    publisherAmerican Society of Civil Engineers
    titleSeismic Testing and Modeling of Full-Scale Substandard RC Columns Retrofitted with Sprayed GFRM with and without Basalt Mesh under High Axial Compression and Shear Demand
    typeJournal Article
    journal volume29
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-5227
    journal fristpage04025022-1
    journal lastpage04025022-20
    page20
    treeJournal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 004
    contenttypeFulltext
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