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Targeted in-plane seismic strengthening of prefabricated rc structures using a novel damper configuration

dc.contributor.authorLivaoğlu, Ramazan
dc.contributor.authorTimuragaoğlu, Mehmet Ömer
dc.contributor.authorHakan, Özkan
dc.contributor.buuauthorLİVAOĞLU, RAMAZAN
dc.contributor.buuauthorTİMURAĞAOĞLU, MEHMET ÖMER
dc.contributor.buuauthorHakan, Özkan
dc.contributor.departmentMühendislik Fakültesi
dc.contributor.departmentİnşaat Mühendisliği Bölümü
dc.contributor.researcheridM-6474-2014
dc.contributor.researcheridABF-2355-2020
dc.contributor.researcheridNXP-9493-2025
dc.date.accessioned2025-10-21T09:10:43Z
dc.date.issued2025-08-17
dc.description.abstractThe seismic vulnerability of reinforced-concrete prefabricated structures (RC-PS) has been repeatedly demonstrated following major earthquakes in T & uuml;rkiye, notably the 1999 Kocaeli and 2023 Kahramanmara & scedil; events. These failures have underscored the urgent need for effective retrofit strategies tailored to the specific characteristics of RC-PS systems commonly found in the region. This study proposes and investigates a novel application of fluid viscous dampers (FVDs) with a unique X-direction corner configuration specifically designed for pin-connected RC-PS structures. A representative three-dimensional nonlinear model, incorporating realistic joint behavior and equivalent infill wall struts, was developed to simulate typical structural response. FVDs were modeled using Maxwell-based link elements. Nonlinear time-history analyses (NTHA) were performed using bidirectional ground motions across a range of soil conditions. The effectiveness of the proposed retrofit approach was evaluated based on structural and joint demand-to-capacity (D/C) ratios, plastic energy dissipation, and effective damping. The findings offer new insights into targeted energy dissipation strategies for vulnerable prefabricated systems and contribute to performance-based retrofit design in seismic-prone regions.
dc.identifier.doi10.1080/13632469.2025.2546626
dc.identifier.issn1363-2469
dc.identifier.scopus2-s2.0-105013318463
dc.identifier.urihttps://doi.org/10.1080/13632469.2025.2546626
dc.identifier.urihttps://hdl.handle.net/11452/55891
dc.identifier.wos001550417100001
dc.indexed.wosWOS.SCI
dc.language.isoen
dc.publisherTaylor & francis ltd
dc.relation.journalJournal of earthquake engineering
dc.subjectTo-colomun connections
dc.subjectIndustriel buildings
dc.subjectPrecast
dc.subjectPerformance
dc.subjectEarthqgeke
dc.subjectBehavivor
dc.subjectFrames
dc.subjectResistance
dc.subjectTurkey
dc.subjectDamage
dc.subjectPrefabricated structures
dc.subjectStructural strengthening with fluid viscous damper
dc.subjectStructural performance
dc.subjectInfill wall
dc.subjectScience & technology
dc.subjectTechnology
dc.subjectPhysical sciences
dc.subjectEngineering, civil
dc.subjectEngineering, geological
dc.subjectGeosciences, multidisciplinary
dc.subjectEngineering
dc.subjectGeology
dc.titleTargeted in-plane seismic strengthening of prefabricated rc structures using a novel damper configuration
dc.typeArticle
dspace.entity.typePublication
local.contributor.departmentMühendislik Fakültesi/İnşaat Mühendisliği Bölümü
local.indexed.atWOS
local.indexed.atScopus
relation.isAuthorOfPublicationa24f409a-e682-432b-8e20-e1393c6199ee
relation.isAuthorOfPublication0c6a8213-e120-43a5-a57a-8e36dc09d0a4
relation.isAuthorOfPublication.latestForDiscoverya24f409a-e682-432b-8e20-e1393c6199ee

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