An Experimental Study on Reinforced Concrete Infilled Frames with Openings

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dc.contributor.authorBalik, Fatih Suleyman
dc.contributor.authorKorkmaz, Hasan Husnu
dc.contributor.authorKamanli, Mehmet
dc.contributor.authorBahadir, Fatih
dc.contributor.authorKorkmaz, Serra Zerrin
dc.contributor.authorUnal, Alptug
dc.date.accessioned2020-03-26T18:41:06Z
dc.date.available2020-03-26T18:41:06Z
dc.date.issued2013
dc.departmentSelçuk Üniversitesien_US
dc.description4th International Conference on Multi-Functional Materials and Structures (MFMS 2013) -- JUL 14-17, 2013 -- King Mongkut's Univ Technol Thonburi, Bangkok, THAILANDen_US
dc.description.abstractIn the last decade, seven major earthquakes caused significant casualties and extensive structural failures. Thousands of RC buildings were severely damaged or collapsed in Turkey due to various deficiencies. This has initiated experimental studies on strengthening methods and intensive researches regarding the rehabilitation of reinforced concrete structures by introducing reinforced concrete infill walls were carried out. Strengthening of reinforced concrete frames by cast-in-place reinforced concrete infills is commonly used in practice. Many structures were also repaired using this technique after the recent earthquakes. In this experimental research, six, one-bay/two-story, 1/3-scaled non-ductile, undamaged reinforced concrete (RC) frames were constructed and tested to investigate the behavior of frames strengthened by introducing infills with or without openings. The test specimens were subjected to reversed cyclic quasi-static lateral loading. The specimens were constructed with the most commonly observed deficiencies in residential RC buildings in Turkey. The first specimen was the reference bare specimen and contained no strengthening. The other specimens were infilled with RC panels with openings having different ratios and configurations. Strength, stiffness and storey drifts of the test specimens were measured and compared. Test results indicated that infilled RC frames displayed significantly higher lateral strength and stiffness than the non-ductile bare frame considerably.en_US
dc.description.sponsorshipKing Mongkut's Univ Technol Thonburi, King Mongkut's Technol Thonburi, Sch Energy Environm & Mat, King Mongkut's Univ Technol Thonburi, Polym Process & Flow Res Grp, Thai Journal Citat Index Ctr, Siam Cement Publ Co, Global Connect Publ Co Ltd, V P Wood Co Ltden_US
dc.identifier.doi10.4028/www.scientific.net/AMR.747.429en_US
dc.identifier.endpage+en_US
dc.identifier.isbn978-3-03785-771-7
dc.identifier.issn1022-6680en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage429en_US
dc.identifier.urihttps://dx.doi.org/10.4028/www.scientific.net/AMR.747.429
dc.identifier.urihttps://hdl.handle.net/20.500.12395/29215
dc.identifier.volume747en_US
dc.identifier.wosWOS:000336185200099en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTRANS TECH PUBLICATIONS LTDen_US
dc.relation.ispartofMULTI-FUNCTIONAL MATERIALS AND STRUCTURES IVen_US
dc.relation.ispartofseriesAdvanced Materials Research
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectStrengtheningen_US
dc.subjectReinforced concrete framesen_US
dc.subjectReinforced concrete shear wallen_US
dc.subjectCyclic loadingen_US
dc.subjectSeismic behavioren_US
dc.titleAn Experimental Study on Reinforced Concrete Infilled Frames with Openingsen_US
dc.typeConference Objecten_US

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