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Strengthening of substandard reinforced concrete beam-column joints by external post-tension rods

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dc.contributor.authorAvşar, Özgür
dc.contributor.authorÖzgür Avşar
dc.contributor.orcid0000-0002-8128-0141
dc.contributor.orcid0000-0001-7246-9631
dc.date.accessioned2025-11-13T09:25:38Z
dc.date.issued2015-11-17
dc.identifier.doihttps://doi.org/10.1016/j.engstruct.2015.11.004
dc.identifier.endpage22
dc.identifier.issn0141-0296
dc.identifier.openalexW2205816125
dc.identifier.startpage9
dc.identifier.urihttps://hdl.handle.net/11421/1107
dc.identifier.urihttps://doi.org/10.1016/j.engstruct.2015.11.004
dc.identifier.volume107
dc.language.isoen
dc.relation.ispartofEngineering Structures
dc.rightsrestrictedAccess
dc.subjectBrittleness
dc.subjectRod
dc.subjectMaterials science
dc.subjectBeam (structure)
dc.subjectStructural engineering
dc.subjectJoint (building)
dc.subjectTension (geology)
dc.subjectComposite material
dc.subjectTransverse plane
dc.subjectShear (geology)
dc.subjectReinforcement
dc.subjectUltimate tensile strength
dc.subjectEngineering
dc.subject.sdg11
dc.titleStrengthening of substandard reinforced concrete beam-column joints by external post-tension rods
dc.typeArticle
dspace.entity.typePublication
local.authorid.openalexA5043167052

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