Seismic strengthening of masonry infilled reinforced concrete frames with steel-fibre-reinforced mortar

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dc.authoridCanbay, Erdem/0000-0001-6798-0144
dc.authorwosidYaman, Tugce Sevil/K-8266-2015
dc.authorwosidCanbay, Erdem/Y-2955-2019
dc.contributor.authorYaman, Tugce Sevil
dc.contributor.authorCanbay, Erdem
dc.date.accessioned2024-07-18T20:49:09Z
dc.date.available2024-07-18T20:49:09Z
dc.date.issued2014
dc.departmentİstanbul Bilgi Üniversitesien_US
dc.description.abstractIn addition to high seismicity, poor construction quality, incorrect detailing and structural mistakes in Turkey have caused enormous loss of life and property. Therefore, seismic rehabilitation has been a major topic for civil engineers in Turkey. The object of this research is to develop a simple method that will provide strengthening of buildings without evacuating the inhabitants. This study is based on application of steel-fibre-reinforced mortar on masonry infill walls with the aim of converting nonstructural partition walls into load-carrying walls. The specimens were one-third scale, two-storey, single-bay reinforced concrete frames with hollow brick masonry infills. The main variables were the ratio of fibre (0% and 2%), fibre reinforced mortar thickness (0, 10 and 20 mm), existence of anchorage (non-anchored or anchored) and type of fibres (steel fibre, polypropylene fibre or hybrid fibre). Strengthening by the application of steel-fibre-reinforced mortar on infill walls of frames retarded the early out of plane failure of the walls and converted the existing non-structural walls into load-carrying walls, so that the strength, stiffness and energy dissipation capacity of the frame increased significantly.en_US
dc.description.sponsorshipScientific and Technical Research Council of Turkey (TUBITAK) [104M566]en_US
dc.description.sponsorshipThis research was performed in the Structural Mechanics Laboratory of the Middle East Technical University and sponsored by the Scientific and Technical Research Council of Turkey (TUBITAK) under the project number 104M566.en_US
dc.identifier.doi10.1680/stbu.11.00076
dc.identifier.endpage14en_US
dc.identifier.issn0965-0911
dc.identifier.issue1en_US
dc.identifier.scopus2-s2.0-84896923394en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage3en_US
dc.identifier.urihttps://doi.org/10.1680/stbu.11.00076
dc.identifier.urihttps://hdl.handle.net/11411/8109
dc.identifier.volume167en_US
dc.identifier.wosWOS:000329457700002en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherIce Publishingen_US
dc.relation.ispartofProceedings of The Institution of Civil Engineers-Structures and Buildingsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectRehabilitation, Reclamation & Renovationen_US
dc.subjectStrength And Testing Of Materialsen_US
dc.subjectSeismic Engineeringen_US
dc.subjectMechanical-Propertiesen_US
dc.subjectTurkey Earthquakeen_US
dc.subjectRc Framesen_US
dc.subjectBehavioren_US
dc.subjectPerformanceen_US
dc.subjectColumnsen_US
dc.titleSeismic strengthening of masonry infilled reinforced concrete frames with steel-fibre-reinforced mortar
dc.typeArticle

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