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dc.contributor.authorKocak A.
dc.contributor.authorSonmez I.K.
dc.contributor.authorOnal M.M.
dc.date.accessioned2019-11-24T20:59:17Z
dc.date.available2019-11-24T20:59:17Z
dc.date.issued2009
dc.identifier.isbn978161738-2277
dc.identifier.urihttps://hdl.handle.net/20.500.12513/3249
dc.description.abstractIn this study, the repairing and strengthening methods of reinforced column and beams which take damages at earthquake have been compared. Due to earthquake and/or vertical loads, damaged or insufficient structural components can be repaired and strengthened with various methods. Reinforced jacketing, repairing with steel plates and repairing with FRP components are more used methods. We often come across these three methods in practise. These three methods have advantages and disadvantages. In this study, 21 beams were investigated experimentally. The experimantal research is done on 6 reference beams and 6 cracked beams with its bottom U shaped reinforcements and by adding steel ropes to carrying points. Also 3 beams were retrofitted with steel plates on their tension zone and 6 beams were retrofitted by full jacketing. Strength degradation, energy dissipation, ductility and rigidity of the members using these methods given above are compared in the final section of this experimantal investigations.en_US
dc.language.isoengen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCFRP (carbon fiber reinforced plastic)en_US
dc.subjectRC (reinforced concrete)en_US
dc.subjectRepairen_US
dc.subjectStrengtheningen_US
dc.titleComparing repairing and strengthening methods of RC structural elementsen_US
dc.typeconferenceObjecten_US
dc.relation.journal12th International Conference on Fracture 2009, ICF-12en_US
dc.contributor.departmentKırşehir Ahi Evran Üniversitesi, Mühendislik-Mimarlık Fakültesi, İnşaat Mühendisliğien_US
dc.identifier.volume9en_US
dc.identifier.startpage6798en_US
dc.identifier.endpage6809en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US


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