One-Story Three-Dimensional Frame Structures Behavior Strengthened With External Shear Wall Under Cyclic Loading: An Experimental Study

dc.contributor.author Kucukgoncu, Hurmet
dc.contributor.author Altun, Fatih
dc.date.accessioned 2025-09-25T10:53:51Z
dc.date.available 2025-09-25T10:53:51Z
dc.date.issued 2022
dc.description Kucukgoncu, Hurmet/0000-0001-5148-8753; en_US
dc.description.abstract In this study, the seismic behaviors of strengthened three-dimensional frames, as in real-life structures, are presented. Three reinforced concrete (RC) frames, containing common structural deficiencies were constructed to represent existing older structures. The bare, damaged, and undamaged frames, strengthened by RC external shear walls with steel tie beams, were tested under a reversed cyclic load. The experimental results indicated that strengthening by external shear walls made significant contributions to the frames in lateral strength, stiffness, and energy dissipation capacity. This proposed method appears to be an efficient technique for strengthening structures in an effective, economical, and practical way. en_US
dc.description.sponsorship Erciyes University, Scientific Research Project Funding [ERU-BAP] [FDK-2017-7722] en_US
dc.description.sponsorship This work was supported by the Erciyes University, Scientific Research Project Funding [ERU-BAP, Project Number: FDK-2017-7722]. en_US
dc.description.sponsorship This study was conducted in the Structural Mechanics Laboratory at Erciyes University and supported financially by Erciyes University, Scientific Research Project Funding (ERU-BAP), under Project number: FDK-2017-7722. The authors would like to thank them for their support.
dc.description.sponsorship ERU-BAP, (FDK-2017-7722); Erciyes Üniversitesi
dc.identifier.doi 10.1080/13632469.2021.1964642
dc.identifier.issn 1363-2469
dc.identifier.issn 1559-808X
dc.identifier.scopus 2-s2.0-85113821624
dc.identifier.uri https://doi.org/10.1080/13632469.2021.1964642
dc.identifier.uri https://hdl.handle.net/20.500.12573/4328
dc.language.iso en en_US
dc.publisher Taylor & Francis Ltd en_US
dc.relation.ispartof Journal of Earthquake Engineering en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Cyclic Loading en_US
dc.subject Exterior Shear Wall en_US
dc.subject Structural Behavior en_US
dc.subject Strengthening en_US
dc.subject Three-Dimensional Frame en_US
dc.title One-Story Three-Dimensional Frame Structures Behavior Strengthened With External Shear Wall Under Cyclic Loading: An Experimental Study en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.id Kucukgoncu, Hurmet/0000-0001-5148-8753
gdc.author.scopusid 55586350600
gdc.author.scopusid 6506369195
gdc.author.wosid Küçükgöncü, Hürmet/Abj-4453-2022
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gdc.description.department Abdullah Gül University en_US
gdc.description.departmenttemp [Kucukgoncu, Hurmet] Abdullah Gul Univ, Dept Civil Engn, TR-38080 Kayseri, Turkey; [Altun, Fatih] Erciyes Univ, Dept Civil Engn, Kayseri, Turkey en_US
gdc.description.endpage 7407 en_US
gdc.description.issue 14 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
gdc.description.startpage 7384 en_US
gdc.description.volume 26 en_US
gdc.description.woscitationindex Science Citation Index Expanded
gdc.description.wosquality Q2
gdc.identifier.openalex W3194295578
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gdc.oaire.sciencefields 02 engineering and technology
gdc.oaire.sciencefields 0201 civil engineering
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gdc.virtual.author Küçükgöncü, Hürmet
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