The geometrical nonlinear analysis of the prismatic plane frames with the stiffness matrice method

Basit Öğe Kaydı
dc.contributor.authorSezer, Rifat
dc.date.accessioned2020-03-26T18:05:19Z
dc.date.available2020-03-26T18:05:19Z
dc.date.issued2010
dc.departmentSelçuk Üniversitesien_US
dc.description.abstractIn this study, the geometrical non-linear analysis of the prismatic plane frames was researched with the stiffness matrice method by using the stability functions. First of all, having assumed the axial forces acting on the members as zero, the system was solved linearly under the initially set external loads, and the member axial forces were determined. The Stability Functions were calculated by using the obtained axial forces and the system was resolved under the same external loads. The operations were repeated for each iteration under the same external loads until the axial forces became constant. At the end of the iteration, the determinant and the eigenvalues of the system stiffness matrice, the system displacements and the axial forces of the members were determined. The external loads were regularly increased at the beginning of each iteration by multiplying them with a load factor of lambda, or the operations were continued until the least Eigenvalue became zero. Thus, at this stage, the critical load or buckling load of the system was found.en_US
dc.identifier.endpage3370en_US
dc.identifier.issn1992-2248en_US
dc.identifier.issue22en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage3363en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/25385
dc.identifier.volume5en_US
dc.identifier.wosWOS:000285690600003en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherACADEMIC JOURNALSen_US
dc.relation.ispartofSCIENTIFIC RESEARCH AND ESSAYSen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectThe geometrical non-linear analysisen_US
dc.subjectthe stiffness matrice methoden_US
dc.subjectinstabilityen_US
dc.subjectframes analysisen_US
dc.titleThe geometrical nonlinear analysis of the prismatic plane frames with the stiffness matrice methoden_US
dc.typeArticleen_US

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu