000015625 001__ 15625
000015625 005__ 20161115135325.0
000015625 04107 $$aeng
000015625 046__ $$k2013-06-12
000015625 100__ $$aKostic, S.
000015625 24500 $$aApplication of Generalized Plasticity Model in Square Cft Column Analysis

000015625 24630 $$n34.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000015625 260__ $$bNational Technical University of Athens, 2013
000015625 506__ $$arestricted
000015625 520__ $$2eng$$aIn 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.

000015625 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000015625 653__ $$aCFT columns, Nonlinear Analysis, Beam-Column Element, Generalized Plasticity, Resultant Plasticity.

000015625 7112_ $$aCOMPDYN 2013 - 4th International Thematic Conference$$cIsland of Kos (GR)$$d2013-06-12 / 2013-06-14$$gCOMPDYN2013
000015625 720__ $$aKostic, S.$$iFilippou, F.$$iDeretic-Stojanovic, B.
000015625 8560_ $$ffischerc@itam.cas.cz
000015625 8564_ $$s824440$$uhttps://invenio.itam.cas.cz/record/15625/files/1167.pdf$$yOriginal version of the author's contribution as presented on CD, section: CD-RS 13 NUMERICAL METHODS FOR LINEAR AND NONLINEAR DYNAMICS
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000015625 962__ $$r15525
000015625 980__ $$aPAPER