Strengthening of Brick Infilled Reinforced Concrete (RC) Frames with Carbon Fiber Reinforced Polymers (CFRP) Sheets

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dc.contributor.authorAkin, Emre
dc.contributor.authorOzcebe, Guney
dc.contributor.authorErsoy, Ugur
dc.date.accessioned2020-03-26T17:40:15Z
dc.date.available2020-03-26T17:40:15Z
dc.date.issued2009
dc.departmentSelçuk Üniversitesien_US
dc.descriptionInternational Workshop on Measures for the Prevention of Total Collapse of Existing Low-Rise Structures -- NOV 19-20, 2007 -- Istanbul Tech Univ, Istanbul, TURKEYen_US
dc.description.abstractIn Turkey, experimental research on seismic rehabilitation started at Middle East Technical University (METU) in 1969. Since then several research projects in this field leading to developing rehabilitation technologies have been carried out. Majority of these researches inquired the introduction of reinforced concrete infills to the selected bays of the frames. This method developed at METU was applied to a significant number of seismically deficient RC buildings and it was proven to be effective in the past earthquakes. Application of this method, however, necessitates evacuation of the building during construction. Urgent developments of new strengthening methodologies which do not require the evacuation of the building, therefore, become imperative. Subsequently, a research project was initiated at METU Structural Mechanics Laboratory in 2001, which aimed to strengthen the existing masonry infill walls by means of CFRP sheets, to convert these walls into structural elements forming a new lateral load resisting system. As a continuation of the former project, in this study eight 1/3 scaled 2-story 1-bay RC frames, having the common deficiencies of the structures in Turkey, were tested. In this chapter, the test results are revealed in terms of lateral strength, stiffness and energy dissipation characteristics of the specimens.en_US
dc.identifier.doi10.1007/978-90-481-2681-1_18en_US
dc.identifier.endpage+en_US
dc.identifier.isbn978-90-481-2680-4
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage367en_US
dc.identifier.urihttps://dx.doi.org/10.1007/978-90-481-2681-1_18
dc.identifier.urihttps://hdl.handle.net/20.500.12395/23873
dc.identifier.volume10en_US
dc.identifier.wosWOS:000281650000018en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSPRINGERen_US
dc.relation.ispartofSEISMIC RISK ASSESSMENT AND RETROFITTING: WITH SPECIAL EMPHASIS ON EXISTING LOW-RISE STRUCTURESen_US
dc.relation.ispartofseriesGeotechnical Geological and Earthquake Engineering
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.titleStrengthening of Brick Infilled Reinforced Concrete (RC) Frames with Carbon Fiber Reinforced Polymers (CFRP) Sheetsen_US
dc.typeConference Objecten_US

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