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dc.contributor.authorAtes S.
dc.contributor.authorYurdakul M.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:44:49Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:44:49Z
dc.date.issued2011
dc.identifier.issn1598-8198
dc.identifier.urihttps://dx.doi.org/10.12989/cac.2011.8.6.693
dc.identifier.urihttps://hdl.handle.net/20.500.12403/946
dc.description.abstractThe main object of this study is to evaluate the seismic response effects on a reinforced concrete building isolated by triple concave friction pendulum (TCFP) bearings. The site-response effects arise from the difference in the local soil conditions at the support points of the buildings. The local soil conditions are, therefore, considered as soft, medium and firm; separately. The results on the responses of the isolated building are compared with those of the non-isolated. The building model used in the time history analysis, which is a two-dimensional and eight-storey reinforced concrete building with and without the seismic isolation bearings and/or the local soil conditions, is composed of two-dimensional moment resisting frames for superstructure and of plane elements featuring plane-stress for substructure. The TCFP bearings for isolating the building are modelled as of a series arrangement of the three single concave friction pendulum (SCFP) bearings. In order to investigate the efficiency of both the seismic isolation bearings and the site-response effects on the buildings, the time history analyses are elaborately conducted. It is noted that the site-response effects are important for the isolated building constructed on soft, medium or firm type local foundation soil. The results of the analysis demonstrate that the siteresponse has significant effects on the response values of the structure-seismic isolation-foundation soil system.en_US
dc.language.isoengen_US
dc.publisherTechno Press
dc.relation.isversionof10.12989/cac.2011.8.6.693
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectGap elements
dc.subjectNon-linear link element
dc.subjectReinforced concrete building
dc.subjectSeismic isolation
dc.subjectSeries model
dc.subjectSite-response effects
dc.subjectTriple concave friction pendulum
dc.subjectBearings (structural)
dc.subjectBuildings
dc.subjectConcrete buildings
dc.subjectConcretes
dc.subjectFriction
dc.subjectPendulums
dc.subjectReinforced concrete
dc.subjectSeismology
dc.subjectSoils
dc.subjectTribology
dc.subjectFriction Pendulum
dc.subjectGAP elements
dc.subjectNon linear
dc.subjectSeismic isolation
dc.subjectSeries model
dc.subjectSite-response effect
dc.subjectSeismic response
dc.subjectGap elements
dc.subjectNon-linear link element
dc.subjectReinforced concrete building
dc.subjectSeismic isolation
dc.subjectSeries model
dc.subjectSite-response effects
dc.subjectTriple concave friction pendulum
dc.subjectBearings (structural)
dc.subjectBuildings
dc.subjectConcrete buildings
dc.subjectConcretes
dc.subjectFriction
dc.subjectPendulums
dc.subjectReinforced concrete
dc.subjectSeismology
dc.subjectSoils
dc.subjectTribology
dc.subjectFriction Pendulum
dc.subjectGAP elements
dc.subjectNon linear
dc.subjectSeismic isolation
dc.subjectSeries model
dc.subjectSite-response effect
dc.subjectSeismic response
dc.titleSite-response effects on RC buildings isolated by triple concave friction pendulum bearingsen_US
dc.typeconferenceObjecten_US
dc.relation.journalComputers and Concreteen_US
dc.contributor.departmentBayburt Universityen_US
dc.contributor.authorID10642408300
dc.contributor.authorID54384442000
dc.identifier.volume8
dc.identifier.issue6
dc.identifier.startpage693
dc.identifier.endpage715
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US


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