Experimental Study on Seismic Strengthening of Reinforced Concrete Frames by Precast Concrete Panels
dc.contributor.author | Baran, Mehmet | |
dc.contributor.author | Tankut, Tugrul | |
dc.date.accessioned | 2020-06-25T17:51:57Z | |
dc.date.available | 2020-06-25T17:51:57Z | |
dc.date.issued | 2011 | |
dc.department | Kırıkkale Üniversitesi | |
dc.description | Baran, Mehmet/0000-0001-6674-7308 | |
dc.description.abstract | The purpose of this study is to investigate the behavior of reinforced concrete (RC)frames under cyclic loads strengthened by using precast concrete (PC) panels. The idea is to transform the existing hollow brick infills into strong and rigid infills by bonding relatively high-strength PC panels with a thin layer of epoxy mortar By this method, the seismic behavior of the frame is improved. For this purpose-one being reference-a total of 11 one-third scale, one-hay, two-story deficient RC frames were tested under reversed cyclic lateral loads. Six different panel types were used for strengthening purposes. It was observed that the strength, lateral stiffness, and energy dissipation capacity of strengthened frames were significantly improved. | en_US |
dc.description.sponsorship | Scientific and Technical Research Council of TurkeyTurkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) [TUBITAK-ICTAG I 575]; North Atlantic Treaty OrganizationNATO [NATO-SFP 977231] | en_US |
dc.description.sponsorship | The financial support given by the Scientific and Technical Research Council of Turkey (TUBITAK-ICTAG I 575) and North Atlantic Treaty Organization (NATO-SFP 977231) is gratefully acknowledged. | en_US |
dc.identifier.citation | closedAccess | en_US |
dc.identifier.endpage | 237 | en_US |
dc.identifier.issn | 0889-3241 | |
dc.identifier.issue | 2 | en_US |
dc.identifier.scopus | 2-s2.0-79953141060 | |
dc.identifier.scopusquality | Q2 | |
dc.identifier.startpage | 227 | en_US |
dc.identifier.uri | https://hdl.handle.net/20.500.12587/5041 | |
dc.identifier.volume | 108 | en_US |
dc.identifier.wos | WOS:000287988000011 | |
dc.identifier.wosquality | Q2 | |
dc.indekslendigikaynak | Web of Science | |
dc.indekslendigikaynak | Scopus | |
dc.language.iso | en | |
dc.publisher | Amer Concrete Inst | en_US |
dc.relation.ispartof | Aci Structural Journal | |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | hollow brick infill | en_US |
dc.subject | lateral stiffness | en_US |
dc.subject | precast concrete panels | en_US |
dc.subject | reinforced concrete | en_US |
dc.subject | reversed cyclic loading | en_US |
dc.subject | strength | en_US |
dc.subject | strengthening | en_US |
dc.title | Experimental Study on Seismic Strengthening of Reinforced Concrete Frames by Precast Concrete Panels | en_US |
dc.type | Article |