Numerical investigation of precast reinforced concrete beam–to–column joints by replaceable damper

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dc.authorid0000-0001-8641-7090en_US
dc.contributor.authorDehqan Nezhad, Yalda
dc.contributor.authorNaimi, Sepanta
dc.date.accessioned2022-08-19T11:50:43Z
dc.date.available2022-08-19T11:50:43Z
dc.date.issued2022en_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractThis study aimed to investigate the precast reinforced concrete beam-to-column joints behaviors through the replaceable damper under cyclic loading. The precast concrete specimens have been embedded with steel reinforcement and specially shaped connectors. After the application of the replaceable damper under cyclic loading, the energy dissipation shaped very well and increased the bearing capacity of precast specimens. The precast concrete beam–to– column joints were designed and analyzed to compare with the traditional reinforced concrete (RC) specimen. The analysis result of the loading based on the controlled displacement method showed that the precast specimen model with a damper has more hysterical behavior than the traditional RC frame. Also, the specimen (PS-1) is passed the 2.7% chord rotation, which showed higher performance, than the traditional RC specimen. The efficiency of the PS-1 specimen with a special connection has been elaborated with the finite element method (FEM) and simulated by ABAQUS software.en_US
dc.identifier.citationDehqan Nezhad, Y., Naimi, S. (2022). Numerical investigation of precast reinforced concrete beam–to–column joints by replaceable damper. Journal of Sustainable Construction Materials and Technologies (Online), 7(2), 81 - 87. 10.47481/jscmt.1117101en_US
dc.identifier.endpage87en_US
dc.identifier.issn2458-973X
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-85151126691
dc.identifier.scopusqualityN/A
dc.identifier.startpage81en_US
dc.identifier.trdizinid533172
dc.identifier.urihttps://hdl.handle.net/20.500.12939/2940
dc.identifier.volume7en_US
dc.indekslendigikaynakTR-Dizin
dc.institutionauthorNaimi, Sepanta
dc.language.isoen
dc.relation.ispartofJournal of Sustainable Construction Materials and Technologies (Online)
dc.relation.isversionof10.47481/jscmt.1117101en_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectBeam–To–Column Steel Jointen_US
dc.subjectFinite Element Methoden_US
dc.subjectNumerical Simulationen_US
dc.subjectPrecast Concreteen_US
dc.subjectReplaceable Damperen_US
dc.titleNumerical investigation of precast reinforced concrete beam–to–column joints by replaceable damper
dc.typeArticle

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