Seismic retrofitting of substandard RC frames using tube-in-tube buckling-restrained braces: shake table evaluation and field insights

dc.contributor.authorOyguc, Evrim
dc.contributor.authorOyguc, R. A.
dc.contributor.authorHayir, Abdul
dc.contributor.authorŞeker, Onur
dc.contributor.authorShen, Jay J.
dc.contributor.authorAkbaş, Bülent
dc.date.accessioned2025-10-29T12:07:47Z
dc.date.issued2025
dc.departmentFakülteler, Mühendislik Fakültesi, İnşaat Bölümü
dc.description.abstractThis study presents a comprehensive evaluation of an all-steel Tube-in-Tube Buckling-Restrained Brace (TnT-BRB) system designed for the seismic retrofitting of substandard reinforced concrete (RC) frames. A significant portion of existing RC buildings, particularly those constructed prior to the adoption of modern seismic design codes, suffer from inadequate ductility, poor joint detailing, and insufficient lateral load resistance. To address these vulnerabilities, this research integrates large-scale cyclic testing of TnT-BRB components with shake table experiments on one-third scale, single-story RC frame specimens. The experimental program involved two geometrically identical frames: one unretrofitted and one equipped with the TnT BRB system. Subjected to progressively scaled horizontal ground motions, the retrofitted frame exhibited pronounced improvements in lateral stiffness, deformation capacity, and energy dissipation. By contrast, the bare frame sustained brittle joint failures, diagonal shear cracking, and considerable residual drift at moderate excitation levels. When subjected to ground motions scaled to replicate the 2023 Kahramanmaraş earthquake, the retrofitted specimen remained structurally intact and stable, with the brace yielding in a controlled manner as intended. These outcomes were validated through detailed strain, acceleration, and displacement histories, as well as through post-test inspections. Field observations from the 2023 Kahramanmaraş earthquake further reinforce the system’s practical feasibility. Collectively, the findings demonstrate the TnT BRB system’s capacity to transform vulnerable RC frames into ductile, seismically resilient structures. The study supports the integration of such systems into performance-based retrofitting frameworks, offering a scalable and repairable solution for improving the seismic safety of existing RC buildings in high-risk regions. © 2025 Elsevier B.V., All rights reserved.
dc.identifier.doi10.1007/s10518-025-02229-3
dc.identifier.endpage4608
dc.identifier.issn1570-761X
dc.identifier.issue11
dc.identifier.scopus2-s2.0-105010774164
dc.identifier.scopusqualityQ1
dc.identifier.startpage4565
dc.identifier.urihttps://doi.org/10.1007/s10518-025-02229-3
dc.identifier.urihttps://hdl.handle.net/20.500.14854/14124
dc.identifier.volume23
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer Science and Business Media B.V.
dc.relation.ispartofBulletin of Earthquake Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_Scopus_20251020
dc.subjectEnergy dissipation
dc.subjectPerformance enhancement
dc.subjectShake table testing
dc.subjectStructural resilience
dc.subjectSubstandard RC frames
dc.subjectTube-in-tube braces
dc.titleSeismic retrofitting of substandard RC frames using tube-in-tube buckling-restrained braces: shake table evaluation and field insights
dc.typeArticle

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