Seismic behavior of precast RC frame equipped with replaceable mechanical plastic hinges

dc.contributor.authorOzkaynak, Hasan
dc.contributor.authorSoydan, Cihan
dc.contributor.authorSurmeli, Melih
dc.contributor.authorSenol, Erkan
dc.contributor.authorSaruhan, Hakan
dc.contributor.authorYuksel, Ercan
dc.date.accessioned2026-02-08T15:15:46Z
dc.date.available2026-02-08T15:15:46Z
dc.date.issued2025
dc.departmentBursa Teknik Üniversitesi
dc.description.abstractThis paper introduces a precast concrete (PC) frame equipped with replaceable Jacketed Fuse--Type Mechanical Connectors (J-FTMC), referred to as mechanical plastic hinges. The connector is a very effective tool as it allows for reliable on--site assembly of the PC system. The proposed connection can control structural behavior and specifically designed to concentrate seismic--induced damage that may occur during a credible earthquake. J-FTMC is currently recommended for use in beam--to--column connections to take advantage of energy dissipation, where relatively large rotation and plastic deformations are expected in PC frames. The earthquake--induced energy is dissipated within the mechanical plastic hinges owing to its strong post--yielding behavior. A quasi--static test was conducted in the laboratory on a nearly half--scale one--bay, two-story PC frame with mechanical plastic hinges to evaluate its seismic behavior. The contribution of the proposed mechanical plastic hinge was investigated in terms of energy dissipation, damping, ductility, stiffness and strength degradation, self--centering capability, and failure modes. Test results concluded that plastic deformations were primarily concentrated at J-FTMCs with minimal damage observed in the beams and columns. The connectors exhibited excellent replaceability, as they were easily disassembled following the test. The frame achieved yield, and ultimate drifts were observed as 1% and 5% respectively with a maximum strength decrement of only 10% at 5% drift level. A pivot hysteretic type macro--model was generated to replicate the experimental results by assigning a group of equivalent spring elements. The numerical simulation results are in good agreement with the experiment results validating the effectiveness of the proposed modeling approach.
dc.description.sponsorshipScientific and Technological Research Council of Turkey (TUBIdot;TAK) [5190016]; TUBIdot;TAK
dc.description.sponsorshipThe research presented herein was conducted in the framework of the Scientific and Technological Research Council of Turkey (TUB & Idot;TAK) TEYDEP 5190016 Development of replaceable mechanical plastic hinges for moment-bearing precast beam-column joints project. The financial support provided by TUB & Idot;TAK is greatly appreciated. The experimental studies were conducted at the Structural and Earthquake Engineering Laboratory (STEELab) of Istanbul Technical University and MAT & Idot;L Material Test and Innovation Laboratory Company. The support of both laboratories is gratefully acknowledged.
dc.identifier.doi10.12989/sem.2025.96.4.271
dc.identifier.endpage290
dc.identifier.issn1225-4568
dc.identifier.issn1598-6217
dc.identifier.issue4
dc.identifier.scopus2-s2.0-105028530571
dc.identifier.scopusqualityN/A
dc.identifier.startpage271
dc.identifier.urihttps://doi.org/10.12989/sem.2025.96.4.271
dc.identifier.urihttps://hdl.handle.net/20.500.12885/5956
dc.identifier.volume96
dc.identifier.wosWOS:001628077900002
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTechno-Press
dc.relation.ispartofStructural Engineering and Mechanics
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzWOS_KA_20260207
dc.subjectenergy dissipation
dc.subjectfuse type connector
dc.subjectplastic hinge
dc.subjectprecast concrete frame
dc.subjectreplaceable connection
dc.subjectseismic performance
dc.titleSeismic behavior of precast RC frame equipped with replaceable mechanical plastic hinges
dc.typeArticle

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