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

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dc.authoridŞenol, Erkan/0000-0002-3290-945X
dc.authoridGÜLLÜ, AHMET/0000-0001-6678-9372
dc.authoridYuksel, Ercan/0000-0002-9741-1206
dc.authoridOzkaynak, Hasan/0000-0003-2880-7669
dc.authorwosidŞenol, Erkan/IST-8124-2023
dc.authorwosidYuksel, Ercan/M-5001-2015
dc.authorwosidGÜLLÜ, AHMET/AAF-2358-2020
dc.authorwosidOzkaynak, Hasan/K-2760-2015
dc.contributor.authorKaradogan, Faruk
dc.contributor.authorYuksel, Ercan
dc.contributor.authorKhajehdehi, Arastoo
dc.contributor.authorOzkaynak, Hasan
dc.contributor.authorGullu, Ahmet
dc.contributor.authorSenol, Erkan
dc.date.accessioned2024-06-13T20:17:55Z
dc.date.available2024-06-13T20:17:55Z
dc.date.issued2019
dc.departmentİstanbul Gedik Üniversitesi
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.
dc.description.sponsorshipCommission of the European Communities [314122]; Istanbul Technical University
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 acknowledged.
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://doi.org/10.1016/j.engstruct.2019.03.092
dc.identifier.urihttps://hdl.handle.net/11501/1151
dc.identifier.volume189
dc.identifier.wosWOS:000466827100034
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherElsevier Sci Ltd
dc.relation.ispartofEngineering Structures
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectCladding Panel
dc.subjectConnection Device
dc.subjectEnergy Dissipation
dc.subjectSteel Cushion
dc.subjectSeismic Performance
dc.subjectPrecast
dc.titleCyclic behavior of reinforced concrete cladding panels connected with energy dissipative steel cushions
dc.typeArticle

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