Experimental Study on Beam-to-Column Connections of Steel Frame Structures with Steel Slit Dampers

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dc.contributor.authorKoken, Ali
dc.contributor.authorKoroglu, Mehmet Alpaslan
dc.date.accessioned2024-02-23T14:17:03Z
dc.date.available2024-02-23T14:17:03Z
dc.date.issued2015
dc.departmentNEÜen_US
dc.description.abstractAfter the Northridge and Kobe earthquakes important experimental programs on beam-to-column connections were developed because of brittle fractures at welded beam-to-column connections. A number of studies are being carried out on a variety of materials and systems that dissipate the seismic loading effects in order to improve the seismic performance of steel frames. In the research reported in this paper, a slit steel damper system was developed to prevent the damage formation of standard columns and beams by dissipating lateral loads at the beam-to-column connections of steel frames. Therefore, the columns and beams of steel frames will not be damaged after a heavy earthquake, and the structures might be put into the service again simply by replacing the dampers at the connection sites. The seismic performance of the studied connection was verified through cyclic tests of two full-scale steel frames that had slit dampers and of one specimen that had a conventional extended end-plate connection. Test results indicated that the proposed connection showed a good hysteretic behavior, a good energy dissipation capacity, and good rigidity. However, plastic deformation is limited to the slit dampers, while the inelastic behavior of the beams and columns is prevented. (C) 2014 American Society of Civil Engineers.en_US
dc.description.sponsorshipScientific Research Projects Office of Selcuk University [10101008]; scientific and technological research council of Turkey (TUBITAK) [110M022]en_US
dc.description.sponsorshipThis paper was supported by Scientific Research Projects Office of Selcuk University in the scope of No. 10101008 project and scientific and technological research council of Turkey (TUBITAK) 110M022. The experimental data used for the research reported in this paper was provided from a part of the Ph.D. thesis titled as Seismic Damper Using on Beam to Column Connections of Steel Frames, in Turkish.en_US
dc.identifier.doi10.1061/(ASCE)CF.1943-5509.0000553
dc.identifier.issn0887-3828
dc.identifier.issn1943-5509
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-84924973727en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.urihttps://doi.org/10.1061/(ASCE)CF.1943-5509.0000553
dc.identifier.urihttps://hdl.handle.net/20.500.12452/12922
dc.identifier.volume29en_US
dc.identifier.wosWOS:000351430300022en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherAsce-Amer Soc Civil Engineersen_US
dc.relation.ispartofJournal Of Performance Of Constructed Facilitiesen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBeam To Column Connectionen_US
dc.subjectSteel Slit Damperen_US
dc.subjectSteel Frameen_US
dc.titleExperimental Study on Beam-to-Column Connections of Steel Frame Structures with Steel Slit Dampersen_US
dc.typeArticleen_US

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