USE OF DIFFERENT SHAPED STEEL SLIT DAMPERS IN BEAM TO COLUMN CONNECTIONS OF STEEL FRAMES UNDER CYCLING LOADING

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dc.contributor.authorKoroglu, Mehmet Alpaslan
dc.contributor.authorKoken, Ali
dc.contributor.authorDere, Yunus
dc.date.accessioned2020-03-26T20:11:39Z
dc.date.available2020-03-26T20:11:39Z
dc.date.issued2018
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractFollowing the Northridge and Kobe earthquakes, extensive research was conducted on the use of various materials and systems that will absorb the earthquake effects within the structure itself in order to improve the behavior of the steel structures under seismic effects. In this study, the use of seismic dampers at beam-column joints of steel-framed structures to prevent damage to the structural members by absorbing the energy of the lateral loads was investigated. Thus, it will be possible for the steel-framed structures to be put into service right after a damaging earthquake by only replacing the dampers attached to the joints as no damage will occur to the beams and columns. For this purpose, as a first step, dampers with ductile behavior were chosen through preliminary tests. Consistent with the results of the preliminary tests, a total of six full-scale corner beam-column joint test specimens were produced. Five specimens were attached various types of dampers m different sizes and one reference specimen was designed with regular end-plate connection. After the evaluation of the test results, valuable data on the load carrying and energy consumption capacities, stiffness characteristics and the general behavior of the specimens were obtained. In the analytical part of the study, analyses of the selected specimens were performed through ANSYS finite elements software package. The analytical and experimental results were compared and have been found very consistent with each other.en_US
dc.description.sponsorshipScientific Research Projects Office of Selcuk UniversitySelcuk University [10101008]; Scientific and Technological Research Council of Turkey (TUBITAK)Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) [110M022]en_US
dc.description.sponsorshipThis paper was supported by Scientific Research Projects Office of Selcuk University with Project No. 10101008 and The Scientific and Technological Research Council of Turkey (TUBITAK) with Project No. 110M022.en_US
dc.identifier.doi10.18057/IJASC.2018.4.2.7en_US
dc.identifier.endpage273en_US
dc.identifier.issn1816-112Xen_US
dc.identifier.issue2en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage251en_US
dc.identifier.urihttps://dx.doi.org/10.18057/IJASC.2018.4.2.7
dc.identifier.urihttps://hdl.handle.net/20.500.12395/37115
dc.identifier.volume14en_US
dc.identifier.wosWOS:000437341300007en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherHONG KONG INST STEEL CONSTRUCTIONen_US
dc.relation.ispartofADVANCED STEEL CONSTRUCTIONen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectBeam-column jointen_US
dc.subjectsteel slit damperen_US
dc.subjectsteel frameen_US
dc.subjectseismic damperen_US
dc.subjectfinite elementen_US
dc.titleUSE OF DIFFERENT SHAPED STEEL SLIT DAMPERS IN BEAM TO COLUMN CONNECTIONS OF STEEL FRAMES UNDER CYCLING LOADINGen_US
dc.typeArticleen_US

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