Geometrically nonlinear analysis of plane frames composed of flexibly connected members

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dc.contributor.authorGorgun, H.
dc.date.accessioned2024-04-24T17:15:15Z
dc.date.available2024-04-24T17:15:15Z
dc.date.issued2013
dc.departmentDicle Üniversitesien_US
dc.description.abstractBeam-to-column connections behaviour plays an important role in the analysis and design of steel and precast concrete structures. The paper presents a computer-based method for geometrically nonlinear frames with semi-rigid beam-to-column connections. The analytical procedure employs modified stability functions to model the effect of axial force on the stiffness of members. The member modified stiffness matrix, and the modified fixed end forces for various loads were found. The linear and nonlinear analyses were applied for two planar steel structures. The method is readily implemented on a computer using matrix structural analysis techniques and is applicable for the efficient nonlinear analysis of frameworks.en_US
dc.identifier.doi10.12989/sem.2013.45.3.277
dc.identifier.endpage309en_US
dc.identifier.issn1225-4568
dc.identifier.issn1598-6217
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-84875152639
dc.identifier.scopusqualityQ2
dc.identifier.startpage277en_US
dc.identifier.urihttps://doi.org/10.12989/sem.2013.45.3.277
dc.identifier.urihttps://hdl.handle.net/11468/18390
dc.identifier.volume45en_US
dc.identifier.wosWOS:000325329300001
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofStructural Engineering and Mechanics
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectGeometrically Nonlinear Analysisen_US
dc.subjectSemi-Rigid Connectionen_US
dc.subjectPlane Framesen_US
dc.titleGeometrically nonlinear analysis of plane frames composed of flexibly connected membersen_US
dc.titleGeometrically nonlinear analysis of plane frames composed of flexibly connected members
dc.typeArticleen_US

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