Analytical Solutions Using the Equivalent Strut Tie Method of Infilled Steel Frames and Experimental Verification

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dc.contributor.authorKaltakcı, M. Y.
dc.contributor.authorKöken, A.
dc.contributor.authorKorkmaz, H. H.
dc.date.accessioned2020-03-26T17:03:03Z
dc.date.available2020-03-26T17:03:03Z
dc.date.issued2006
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractFrame systems are commonly used in structural design. Beams and columns are essential in the design and analysis of these types of structures. Since no practical and generally recognized method has yet been developed to determine the failure loads of these systems, nonstructural components such as architectural walls are not usually taken into consideration in the analyses. In this study, the experimental failure loads and failure types of 30 partially or fully infilled steel frame systems were determined after testing these systems under reversed cyclic horizontal loading. After the analytical study was carried out, the failure loads and failure modes of the samples were obtained analytically using the equivalent strut tie method, and experimental and analytical results were compared.en_US
dc.description.abstractLa conception de structures exige normalement l’utilisation de systèmes de charpente. Dans la conception et l’analyse de ces genres de structures, les poutres et les colonnes sont essentielles. Puisque aucune méthode pratique et reconnue n’a encore été développée, les composantes non structurales telles que les revêtements architecturaux, ne sont généralement pas considérés dans les analyses. Dans cette étude, les charges de rupture expérimentales et les types de rupture de 30 systèmes de charpente métallique en acier remplies totalement ou partiellement ont été déterminés après avoir testé ces systèmes sous des charges horizontales cycliques inverses. Une analyse analytique des charges de rupture et des types de rupture des échantillons a été effectuée. À cette fin, le modèle bielles et tendons équivalents a été utilisée. Les résultats expérimentaux et analytiques ont été comparés.
dc.identifier.citationKorkmaz, H. H., Köken, A., Kaltakcı, M. Y., (2006). Analytical Solutions Using the Equivalent Strut Tie Method of Infilled Steel Frames and Experimental Verification. Canadian Journal of Civil Engineering, (33), 632-638. Doi: 10.1139/L06-004
dc.identifier.doi10.1139/L06-004en_US
dc.identifier.endpage638en_US
dc.identifier.issn0315-1468en_US
dc.identifier.issn1208-6029en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage632en_US
dc.identifier.urihttps://dx.doi.org/10.1139/L06-004
dc.identifier.urihttps://hdl.handle.net/20.500.12395/20329
dc.identifier.volume33en_US
dc.identifier.wosWOS:000239824400013en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorKorkmaz, H. H.
dc.institutionauthorKöken, A.
dc.institutionauthorKaltakcı, M. Y.
dc.language.isoenen_US
dc.publisherCanadian Science Publishing, Nrc Research Pressen_US
dc.relation.ispartofCanadian Journal of Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectinfilled steel framesen_US
dc.subjectpartially infilled framesen_US
dc.subjectlateral loaden_US
dc.subjectcarrying capacityen_US
dc.subjectequivalent strut tie methoden_US
dc.subjectcharpente métallique remplie
dc.subjectcharpentes partiellement remplies
dc.subjectmodèle bielles et tendons équivalents
dc.subjectcapacité de portance en charge latérale
dc.titleAnalytical Solutions Using the Equivalent Strut Tie Method of Infilled Steel Frames and Experimental Verificationen_US
dc.typeArticleen_US

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