Monotonic Behavior of a Novel Energy Dissipative Mechanical Connector

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dc.contributor.authorÖzkaynak, Hasan
dc.contributor.authorŞenol, Erkan
dc.contributor.authorYüksel, Ercan
dc.contributor.authorSoydan, Cihan
dc.contributor.authorSürmeli, Melih
dc.contributor.authorKarakuş, Kubilay
dc.contributor.authorSaruhan, Hakan
dc.date.accessioned2024-10-29T17:43:23Z
dc.date.available2024-10-29T17:43:23Z
dc.date.issued2024
dc.departmentTekirdağ Namık Kemal Üniversitesien_US
dc.description18th World Conference on Seismic Isolation, Energy Dissipation, and Active Vibration Control of Structures, WCSI 2023 -- 6 November 2023 through 10 November 2023 -- Antalya -- 319809en_US
dc.description.abstractPrefabrication technology has gained an increasing demand during the past decades due to some crucial benefits such as; ensuring material and labor quality and quick assembling features. Past earthquakes have shown that beam to column connections of precast structures demonstrated inadequate seismic performance. Lack of robust connections, inadequate detailing of ductile elements and displacement incompatibility of structural and non-structural elements led to non-uniform distribution of lateral loads among the structural system. Thus, special attention should be paid to the design and construction of beam to column joints. Several proposals exist for the joints in the Turkish Building Earthquake Code-2018 (TBEC-2018), which are categorized as moment resisting and non-moment resisting connection details. However, all these proposed connection details need concrete pouring and steel welding on-site requiring careful inspection during construction. In this study, fuse type mechanical couplers (MCs) are proposed, as a robust dry connection tool for use in beam to column connections of precast structures. The main philosophy of the connection aims to decouple the moment effects to two axial forces in opposite directions acting on MCs, where the shear force is transferred by a steel hinge, which is located at the natural axis of the beam. Since the fuse elements are strut type slender elements, they have serious vulnerability in terms of buckling. The preliminary development process for the MCs with improved buckling behavior is demonstrated herein. Preliminary monotonic experiments performed on MCs showed that the preliminary design could contribute to energy dissipation by yielding of fuse elements. The buckling behavior could be improved by the use of external steel jackets. © The Author(s), under exclusive license to Springer Nature Switzerland AG 2024.en_US
dc.identifier.doi10.1007/978-3-031-71048-3_10
dc.identifier.endpage127en_US
dc.identifier.isbn978-303171047-6
dc.identifier.issn2366-2557
dc.identifier.scopus2-s2.0-85205342918en_US
dc.identifier.startpage116en_US
dc.identifier.urihttps://doi.org/10.1007/978-3-031-71048-3_10
dc.identifier.urihttps://hdl.handle.net/20.500.11776/12307
dc.identifier.volume412 LNCEen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.relation.ispartofLecture Notes in Civil Engineeringen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectDry Connectionen_US
dc.subjectEnergy Dissipationen_US
dc.subjectMechanical Coupleren_US
dc.subjectMonotonic Behavioren_US
dc.subjectPrecast RC Structuresen_US
dc.titleMonotonic Behavior of a Novel Energy Dissipative Mechanical Connectoren_US
dc.typeConference Objecten_US

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