Uni-axial behavior of energy dissipative steel cushions

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dc.contributor.authorOzkaynak, Hasan
dc.contributor.authorKhajehdehi, Arastoo
dc.contributor.authorGullu, Ahmet
dc.contributor.authorAzizisales, Faraz
dc.contributor.authorYuksel, Ercan
dc.contributor.authorKaradogan, Faruk
dc.date.accessioned2024-03-13T10:33:05Z
dc.date.available2024-03-13T10:33:05Z
dc.date.issued2018
dc.departmentİstanbul Beykent Üniversitesien_US
dc.description.abstractSeismic excitations may impart a significant amount of energy into structures. Modern structural design attitudes tend to absorb some part of this energy through special dissipaters instead of heavy plastic deformations on the structural members. Different types of dissipater have been generated and utilized in various types of structures in last few decades. The expected earthquake damage is mainly concentrated on these devices and they may be replaced after earthquakes. In this study, a low-cost device called energy dissipative steel cushion (EDSC) made of flat mild steel was developed and tested in the Structural and Earthquake Engineering Laboratory (STEELab) of Istanbul Technical University (ITU). The monotonic and cyclic tests of EDSC were performed in transversal and longitudinal directions discretely. Very large deformation capability and stable hysteretic behavior are some response properties observed from the tests. Load vs. displacement relations, hysteretic energy dissipation properties as well as the closed form equations to predict the behavior parameters are presented in this paper.en_US
dc.description.sponsorshipBIBM [314122]; Commission of the European Communitiesen_US
dc.description.sponsorshipThe research presented herein was conducted in the framework of the FP7 project SAFECLADDING: Improved Fastening Systems of Cladding Wall Panels of Precast Buildings in Seismic Zones research for SME associations, grant agreement number 314122, which was coordinated by Mr. Alessio Rimoldi from BIBM. The financial support provided by the Commission of the European Communities through this project is greatly appreciated. The study was conducted at the Structural and Earthquake Engineering Laboratory (STEELab) of Istanbul Technical University. The support of the laboratory staff and graduate students is gratefully acknowledged.en_US
dc.identifier.doi10.12989/scs.2018.27.6.661
dc.identifier.endpage674en_US
dc.identifier.issn1229-9367
dc.identifier.issn1598-6233
dc.identifier.issue6en_US
dc.identifier.scopus2-s2.0-85049631467en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage661en_US
dc.identifier.urihttps://doi.org/10.12989/scs.2018.27.6.661
dc.identifier.urihttps://hdl.handle.net/20.500.12662/3743
dc.identifier.volume27en_US
dc.identifier.wosWOS:000436241000001en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofSteel And Composite Structuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectsteel cushionen_US
dc.subjectdissipationen_US
dc.subjectenergy dissipateren_US
dc.subjectfuse elementen_US
dc.subjecthysteretic energyen_US
dc.titleUni-axial behavior of energy dissipative steel cushionsen_US
dc.typeArticleen_US

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