A study on seismic isolation of building used LRB

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dc.contributor.authorYurdakul, Muhammet
dc.contributor.authorYıldız, Mehmet Burak
dc.date.accessioned2024-10-04T19:04:03Z
dc.date.available2024-10-04T19:04:03Z
dc.date.issued2020
dc.departmentBayburt Üniversitesien_US
dc.description.abstractBase isolation system with lead rubber bearing (LRB) is commonly used to preventstructure against to damage of earthquake. Design of LRB system is detailed in thisstudy. The isolated building with LRB design according to Uniform Building Code(UBC-97) and fixed building were examined. The six-storey building with LRB andfixed building were modelled in SAP2000 with the same dynamic loads. The relativefloor displacement and internal forces of the seismic isolated and fixed building arecompared. In addition, transverse and longitudinal reinforcement of any axis of seismic isolated and fixed building are compared. Analyse results showed that effectiveness of using seismic isolation system on building. The weight of longitudinal andtransverse reinforcement of isolated building is smaller than fixed building about36%, 40% respectively.en_US
dc.identifier.doi10.20528/cjsmec.2020.02.001
dc.identifier.endpage60en_US
dc.identifier.issn2149-8024
dc.identifier.issue2en_US
dc.identifier.startpage52en_US
dc.identifier.trdizinid372210en_US
dc.identifier.urihttps://doi.org/10.20528/cjsmec.2020.02.001
dc.identifier.urihttps://search.trdizin.gov.tr/tr/yayin/detay/372210
dc.identifier.urihttp://hdl.handle.net/20.500.12403/4122
dc.identifier.volume6en_US
dc.indekslendigikaynakTR-Dizinen_US
dc.language.isoenen_US
dc.relation.ispartofChallenge Journal of Structural Mechanicsen_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.titleA study on seismic isolation of building used LRBen_US
dc.typeArticleen_US

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