Performance of multi-storey structures with high damping rubber bearing base isolation systems

dc.contributor.authorKarabörk, Turan
dc.date.accessioned13.07.201910:50:10
dc.date.accessioned2019-07-16T08:23:39Z
dc.date.available13.07.201910:50:10
dc.date.available2019-07-16T08:23:39Z
dc.date.issued2011
dc.departmentMühendislik Fakültesi
dc.description.abstractBase isolation, having quite simple contents, aims to protect the buildings from earthquakeinduced damages by installing structural components having low horizontal stiffness between substructure and superstructure. In this study, an appropriate base isolation system for 2-D reinforced concrete frame is investigated. For different structural heights, the structural systems of 2, 3 and 4 bays are modeled by applying base isolation systems and results are compared with conventional structural systems. 1999 Marmara earthquake data is used for applying the model by time history method in SAP2000 package. Results of various parameters such as base shear force, structure drift ratio, structure period and superstructure acceleration are discussed for all models.
dc.identifier.doi10.12989/sem.2011.39.3.399
dc.identifier.endpage410en_US
dc.identifier.issn1225-4568
dc.identifier.issue3en_US
dc.identifier.scopusqualityQ2
dc.identifier.startpage399en_US
dc.identifier.urihttps://dx.doi.org/10.12989/sem.2011.39.3.399
dc.identifier.urihttps://hdl.handle.net/20.500.12451/2797
dc.identifier.volume39en_US
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTechno Press
dc.relation.ispartofStructural Engineering and Mechanics
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subject1999 Marmara Earthquake
dc.subjectBase Isolation
dc.subjectHigh Damping Rubber Bearing
dc.subjectTime History Method
dc.titlePerformance of multi-storey structures with high damping rubber bearing base isolation systems
dc.typeArticle

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