Earthquake behavior of reinforced concrete frames subjected to rebar corrosion

dc.authorid0000-0002-5176-9990en_US
dc.contributor.authorYüksel, İsa
dc.contributor.authorCoşkan, S.
dc.date.accessioned2021-03-20T20:26:54Z
dc.date.available2021-03-20T20:26:54Z
dc.date.issued2013
dc.departmentBTÜ, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description3rd International Conference on Sustainable Construction Materials and Technologies, SCMT 2013 -- 18 August 2013 through 21 August 2013 -- -- 137587en_US
dc.description.abstractThe aim of this paper is to investigate the earthquake behaviour of reinforced concrete frames subjected to rebar corrosion. A typical two-bay, four-story reinforced concrete (RC) frame is designed. Two different rebar corrosion scenarios and a design spectrum are selected. The deteriorated condition in these scenarios are included which are loss in diameter of rebar, changes of mechanical properties of reinforcement steel bars, bond strength and changes in damage limits of concrete sections. The RC frame is evaluated using a nonlinear static analysis method in sound condition as well as deteriorated conditions. The rebar corrosion effect on the global level is investigated by comparing the responses of each scenario with respect to the response of sound condition of the frame. The result shows that the progressive deterioration of frames over time can cause serious reductions on the load-bearing capacity. Hence the overall seismic behaviour of the frame is adversely affected. © 2013 Sustainable Construction Materials and Technologies. All rights reserved.en_US
dc.description.sponsorshipBülent Ecevit Üniversitesi, BEU: 2010-45-06-01en_US
dc.description.sponsorshipThis paper involves a part of the results of the research project (Grant number: 2010-45-06-01). The authors wish to thanks to the Bülent Ecevit University for their financial supports.en_US
dc.identifier.issn2515-3048
dc.identifier.scopus2-s2.0-85049739490en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.urihttps://hdl.handle.net/20.500.12885/1336
dc.identifier.volume2013-Augusten_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorYüksel, İsa
dc.language.isoenen_US
dc.publisherInternational Committee of the SCMT conferencesen_US
dc.relation.ispartofSustainable Construction Materials and Technologiesen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAssessmenten_US
dc.subjectCorrosionen_US
dc.subjectEarthquakeen_US
dc.subjectRebaren_US
dc.subjectReinforced concreteen_US
dc.titleEarthquake behavior of reinforced concrete frames subjected to rebar corrosionen_US
dc.typeConference Objecten_US

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