Geometrically nonlinear analysis of plane frames with semi-rigid connections accounting for shear deformations

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dc.contributor.authorGorgun, H.
dc.contributor.authorYilmaz, S.
dc.date.accessioned2024-04-24T17:15:15Z
dc.date.available2024-04-24T17:15:15Z
dc.date.issued2012
dc.departmentDicle Üniversitesien_US
dc.description.abstractThe behaviour of beam-to-column connections plays an important role in the analysis and design of steel structures. A computer-based method is presented for nonlinear steel frames with semirigid connections accounting for shear deformations. The analytical procedure employs transcendental stability functions to model the effect of axial force on the stiffness of members. The member stiffness matrix, and the fixed end forces for various loads were found. The nonlinear analysis method is applied for three 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.2012.44.4.539
dc.identifier.endpage569en_US
dc.identifier.issn1225-4568
dc.identifier.issn1598-6217
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-84870173449
dc.identifier.scopusqualityQ2
dc.identifier.startpage539en_US
dc.identifier.urihttps://doi.org/10.12989/sem.2012.44.4.539
dc.identifier.urihttps://hdl.handle.net/11468/18389
dc.identifier.volume44en_US
dc.identifier.wosWOS:000311767600008
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.subjectNonlinear Analysisen_US
dc.subjectSemi-Rigid Connectionen_US
dc.subjectShear Deformationen_US
dc.titleGeometrically nonlinear analysis of plane frames with semi-rigid connections accounting for shear deformationsen_US
dc.titleGeometrically nonlinear analysis of plane frames with semi-rigid connections accounting for shear deformations
dc.typeArticleen_US

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