000012749 001__ 12749
000012749 005__ 20160920162643.0
000012749 04107 $$aeng
000012749 046__ $$k2016-09-05
000012749 100__ $$aChiorean, C.G.
000012749 24500 $$aA computer method for nonlinear inelastic analysis of composite steel-concrete frameworks with partial shear connection

000012749 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012749 260__ $$bTaylor and Francis Group, London, UK
000012749 506__ $$arestricted
000012749 520__ $$2eng$$aThis paper presents an efficient computer method for nonlinear inelastic analysis of composite steel-concrete frameworks with partial shear connection. The proposed formulation is intended to model the distributed plasticity and gradual yielding using only one 2-noded beam-column element per physical member. For composite beams, based on elasto-plastic cross-sectional analyses the model is able to take into account the effects of partial composite action between the concrete slab and the steel beam. The proposed nonlinear analysis formulation has been implemented in a general nonlinear static purpose computer program, NEFCAD. Several computational examples are given to validate the accuracy and efficiency of the proposed method by comparing the predicted results with those given by the ABAQUS software and other results retrieved from the open literature.

000012749 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012749 653__ $$a

000012749 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012749 720__ $$aChiorean, C.G.$$iBuru, S.M.
000012749 8560_ $$ffischerc@itam.cas.cz
000012749 8564_ $$s1842875$$uhttps://invenio.itam.cas.cz/record/12749/files/197.pdf$$yOriginal version of the author's contribution as presented on CD, 197.pdf.
000012749 962__ $$r12552
000012749 980__ $$aPAPER