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dc.creatorKostić, Svetlana M.
dc.creatorFilippou, Filip C.
dc.creatorDeretić-Stojanović, Biljana
dc.date.accessioned2019-04-19T14:20:44Z
dc.date.available2019-04-19T14:20:44Z
dc.date.issued2013
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/548
dc.description.abstractIn the paper, an efficient three-dimensional concentrated plasticity nonlinear beam-column element is used for the simulation of the response of square CFT columns. The element adopts the concept of the generalized plasticity material model for the section resultant - element deformation relation and has plastic hinges located at the ends of the element and described with yield and limit surfaces. Determination of the adequate element parameters which are essential for a successful description of the CFT member behavior is discussed. Among these parameters, most important are the stiffness and yield surface parameters.en
dc.publisherNational Technical University of Athens
dc.rightsrestrictedAccess
dc.sourceECCOMAS Thematic Conference - COMPDYN 2013: 4th International Conference on Computational Methods in
dc.subjectBeam-column elementen
dc.subjectCFT columnsen
dc.subjectGeneralized plasticityen
dc.subjectNonlinear analysisen
dc.subjectResultant plasticityen
dc.titleApplcation of generalized plasticity model in square CFT column analysisen
dc.typeconferenceObject
dc.rights.licenseARR
dc.citation.epage3535
dc.citation.other: 3523-3535
dc.citation.spage3523
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_548
dc.identifier.scopus2-s2.0-84898954587
dc.type.versionpublishedVersion


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