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dc.contributor.authorTürk, Ahmet Murat
dc.contributor.authorErsoy, Uğur
dc.contributor.authorÖzcebe, Güney
dc.date.accessioned2016-04-19T08:44:53Z
dc.date.available2016-04-19T08:44:53Z
dc.date.issued2006-06-30
dc.identifier.urihttp://hdl.handle.net/11413/979
dc.description.abstractThe main objective of this study was to investigate the seismic behavior of damaged reinforced concrete frames rehabilitated by introducing cast in place reinforced concrete infills. Four bare and five infilled frames were constructed and tested. Each specimen consisted of two (twin) 1/3-scale, one-bay and two-story reinforced concrete frames. Test specimens were tested under reversed-cyclic lateral loading until considerable damage occurred. RC infills were then introduced to the damaged specimens. One bare specimen was infilled without being subjected to any damage. All infilled frames were then tested under reversed-cyclic lateral loading until failure. While some of the test frames were detailed properly according to the current Turkish seismic code, others were built with the common deficiencies observed in existing residential buildings. The variables investigated were the effects of the damage level and deficiencies in the bare frame on the seismic behavior of the infilled frame. The deficiencies in the frame were; low concrete strength, inadequate confinement at member ends, 90 degree hooks in column and beam ties and inadequate length of lapped splices in column longitudinal bars made above the floor levels. Test results revealed that both the lateral strength and lateral stiffness increased significantly with the introduction of reinforced concrete infills even when the frame had the deficiencies mentioned above. The deficiency which affected the behavior of infilled frames most adversely was the presence of lap splices in column longitudinal reinforcement.tr_TR
dc.language.isoen_UStr_TR
dc.publisherTECHNO-PRESS, PO BOX 33, YUSEONG, DAEJEON 305-600, SOUTH KOREAtr_TR
dc.relationSTRUCTURAL ENGINEERING AND MECHANICStr_TR
dc.subjectreinforced concretetr_TR
dc.subjectinfilltr_TR
dc.subjectbuilding framestr_TR
dc.subjectcyclic testtr_TR
dc.subjectstrengthtr_TR
dc.subjectstifffiesstr_TR
dc.subjectrehabilitationtr_TR
dc.subjectbetonarmetr_TR
dc.subjectdolgutr_TR
dc.subjectbina çerçeveleritr_TR
dc.subjectdöngüsel testtr_TR
dc.subjectkuvvettr_TR
dc.subjectrehabilitasyontr_TR
dc.titleEffect of introducing RC infill on seismic performance of damaged RC framestr_TR
dc.typeArticletr_TR
dc.contributor.authorIDTR116137tr_TR
dc.contributor.authorIDTR46679tr_TR
dc.identifier.wos238526900002
dc.identifier.scopus2-s2.0-33747421389


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