Cyclic behavior of reinforced concrete cladding panels connected with energy dissipative steel cushions

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dc.authorid0000-0002-9741-1206
dc.authorid0000-0003-3357-2251
dc.authorid0000-0003-2880-7669
dc.authorid0000-0001-6678-9372
dc.authorid0000-0002-3290-945X
dc.contributor.authorKaradoğan, Hüseyin Faruken_US
dc.contributor.authorYüksel, Ercanen_US
dc.contributor.authorKhajehdehi, Arastooen_US
dc.contributor.authorÖzkaynak, Hasanen_US
dc.contributor.authorGüllü, Ahmeten_US
dc.contributor.authorŞenol, Erkanen_US
dc.date.accessioned2019-04-25T01:34:22Z
dc.date.available2019-04-25T01:34:22Z
dc.date.issued2019-06-15
dc.departmentIşık Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.departmentIşık University, Faculty of Engineering, Department of Civil Engineeringen_US
dc.description.abstractPrecast concrete structures show damage after the destructive earthquakes and indicate that the connections of reinforced concrete (RC) cladding panels might be inadequate. RC cladding panels greatly increase the lateral stiffness and strength of the building when they are rigidly connected to the structural system. However, this also increases the seismic requirements. Consequently, a robust mechanical connection device with energy-dissipating capability was produced for RC cladding panels. Extensive experimental and numerical studies on an energy-dissipative steel cushion (SC) connection device were carried out in the framework of the SAFECLADDING project. Cladding panel tests were conducted with various connection configurations. The fundamental variables are the location, quantity, and thickness of SCs used in the cladding systems. The test results demonstrate that the SCs used in panel-to-panel and panel-to-support connections made large contributions to the total energy dissipation capacity. The parameters of a numerical model were also evaluated to reproduce the experimental results.en_US
dc.description.sponsorshipThis research 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 acknowledgeden_US
dc.description.versionPublisher's Versionen_US
dc.identifier.citationKaradoğan,H. F., Yüksel, E., Khajehdehi, A., Özkaynak, H., Güllü, A. & Şenol, E. (2019). Cyclic behavior of reinforced concrete cladding panels connected with energy dissipative steel cushions. Engineering Structures, 189, 423-439. doi:10.1016/j.engstruct.2019.03.092en_US
dc.identifier.doi10.1016/j.engstruct.2019.03.092
dc.identifier.endpage439
dc.identifier.issn0141-0296
dc.identifier.issn1873-7323
dc.identifier.scopus2-s2.0-85063645399
dc.identifier.scopusqualityQ1
dc.identifier.startpage423
dc.identifier.urihttps://hdl.handle.net/11729/1576
dc.identifier.urihttp://dx.doi.org/10.1016/j.engstruct.2019.03.092
dc.identifier.volume189
dc.identifier.wosWOS:000466827100034
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.indekslendigikaynakScience Citation Index Expanded (SCI-EXPANDED)en_US
dc.institutionauthorKaradoğan, Hüseyin Faruken_US
dc.language.isoenen_US
dc.peerreviewedYesen_US
dc.publicationstatusPublisheden_US
dc.publisherElsevier Ltden_US
dc.relation.ispartofEngineering Structuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCladding panelen_US
dc.subjectConnection deviceen_US
dc.subjectEnergy dissipationen_US
dc.subjectSteel cushionen_US
dc.subjectEnergy dissipationen_US
dc.subjectPrecast concreteen_US
dc.subjectReinforced concreteen_US
dc.subjectCladding panelsen_US
dc.subjectCladding systemsen_US
dc.subjectExperimental and numerical studiesen_US
dc.subjectLateral stiffnessen_US
dc.subjectMechanical connectionsen_US
dc.subjectStructural systemsen_US
dc.subjectCladding (coating)en_US
dc.titleCyclic behavior of reinforced concrete cladding panels connected with energy dissipative steel cushionsen_US
dc.typeArticleen_US
dspace.entity.typePublication

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