INVESTIGATION OF THE BEHAVIOR OF WEAKENED AND STRENGTHENED STEEL COLUMN-BEAM CONNECTIONS UNDER SEISMIC EFFECTS

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dc.contributor.authorKoken, Ali
dc.contributor.authorHatipoglu, E. Tuba
dc.date.accessioned2020-03-26T18:51:16Z
dc.date.available2020-03-26T18:51:16Z
dc.date.issued2014
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractNewly developed solution techniques were used for the beam to column connections of the steel structures after the 1994 Northridge and 1995 Kobe earthquakes. Two significant methods, the use of reduced beam sections and strengthened beam to column connections, are the methods most frequently studied in recent years. In this study, an experimental procedure was performed to prevent the damages occurring at the beam to column connections of the buildings during an earthquake. For this purpose, four test specimens of beam to column connections were produced. While the first specimen was a strengthened beam to column connection, the second and third were weakened specimens with 40% and 45% ratios, respectively. Additionally, an extra reference specimen (the fourth) was produced to compare the test results. Additionally, a calculation of the analytical force and moment capacities of the test specimens, and the experimental and analytical results were evaluated. The use of reduced beam sections and strengthened beam to column connections favorably affected the behavior of the frame system in a manner that the failure formation occurred not at the connection members but at the end-sections of the beams.en_US
dc.description.sponsorshipScientific Research Projects Office of Selcuk UniversitySelcuk University [10201032]en_US
dc.description.sponsorshipThis study was supported by Scientific Research Projects Office of Selcuk University in the scope of Project No: 10201032. The experimental data used for the study was provided from the Master of Science dissertation titled "Weakened and Strengthened Type Steel Column-Beam Junctions to Investigate the Behavior under Earthquake Loading" (Hatipoglu [1]).en_US
dc.identifier.endpage13en_US
dc.identifier.issn1816-112Xen_US
dc.identifier.issue1en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage1en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/30950
dc.identifier.volume10en_US
dc.identifier.wosWOS:000331504900001en_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.subjectSteel frameen_US
dc.subjectsteel beam to column connectionen_US
dc.subjectseismic behavior of beam to column connectionsen_US
dc.subjectweakened beam cross-sectionen_US
dc.titleINVESTIGATION OF THE BEHAVIOR OF WEAKENED AND STRENGTHENED STEEL COLUMN-BEAM CONNECTIONS UNDER SEISMIC EFFECTSen_US
dc.typeArticleen_US

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