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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

dc.contributor.authorNima Kian
dc.contributor.authorUgur Demir
dc.contributor.authorAli Osman Ates
dc.contributor.authorOguz C. Celik
dc.contributor.authorAlper Ilki
dc.date.accessioned2025-08-17T22:37:17Z
dc.date.available2025-08-17T22:37:17Z
dc.date.copyright8/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJCCOF2.CCENG-5227.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307204
dc.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 (
dc.publisherAmerican Society of Civil Engineers
dc.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
dc.typeJournal Article
dc.journal.volume29
dc.journal.issue4
dc.journal.titleJournal of Composites for Construction
dc.identifier.doi10.1061/JCCOF2.CCENG-5227
dc.journal.fristpage04025022-1
dc.journal.lastpage04025022-20
dc.page20
dc.treeJournal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 004
dc.contenttypeFulltext


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