Predicting the out-of-plane flexural capacity of a TRM-strengthened Unreinforced Masonry (URM) wall

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dc.contributor.authorBedirhanoğlu, İdris
dc.contributor.authorTahat, Hamza
dc.contributor.orcid0000-0001-6852-3041
dc.date.accessioned2024-04-24T17:56:03Z
dc.date.available2024-04-24T17:56:03Z
dc.date.issued2023
dc.departmentDicle Üniversitesien_US
dc.descriptionInternational Symposium of the International Federation for Structural Concrete, fib Symposium 2023 -- 5 June 2023 through 7 June 2023 -- -- 296169en_US
dc.description.abstractModern structural engineering has significant hurdles in retrofitting and strengthening masonry buildings to maintain structural safety under seismic or exceptional loads. Textile reinforced mortar is one of the most important techniques to retrofit masonry buildings. Analytical investigations to assess the TRM contribution to the strengthened structures are limited in the literature Therefore, this work presents predicting the out-of-plane flexural capacity of a TRM-strengthened unreinforced masonry (URM) wall by adopting two expressions from literature. The investigation of expressions' accuracy by comparing analytical results with experimental results for 108 specimens in the database. TRM stress-strain behavior was assumed depending on the results of bond tests on TRM strips applied to the particular substrate considered and of tensile testing on the component that debonds. The results indicate that the equation developed in the literature to predict the capacity of FRP-retrofitted URM walls provides acceptable results to predict the capacity of TRM-retrofitted URM walls. © 2023, The Author(s), under exclusive license to Springer Nature Switzerland AG.en_US
dc.identifier.citationBedirhanoğlu, İ. ve Tahat, H. (2023). Predicting the out-of-plane flexural capacity of a TRM-strengthened Unreinforced Masonry (URM) wall. Lecture Notes in Civil Engineering, 350, 718-728.
dc.identifier.doi10.1007/978-3-031-32511-3_74
dc.identifier.endpage728en_US
dc.identifier.isbn9783031325106
dc.identifier.issn2366-2557
dc.identifier.scopus2-s2.0-85164268379
dc.identifier.scopusqualityQ4
dc.identifier.startpage718en_US
dc.identifier.urihttps://doi.org/10.1007/978-3-031-32511-3_74
dc.identifier.urihttps://hdl.handle.net/11468/23220
dc.identifier.urihttps://link.springer.com/chapter/10.1007/978-3-031-32511-3_74
dc.identifier.volume350 LNCEen_US
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.relation.ispartofLecture Notes in Civil Engineering
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAnalytical İnvestigationsen_US
dc.subjectRetrofittingen_US
dc.subjectTextile Reinforced Mortar (Trm)en_US
dc.subjectUnreinforced Masonry Wall (Urm)en_US
dc.titlePredicting the out-of-plane flexural capacity of a TRM-strengthened Unreinforced Masonry (URM) wallen_US
dc.titlePredicting the out-of-plane flexural capacity of a TRM-strengthened Unreinforced Masonry (URM) wall
dc.typeConference Objecten_US

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