000010470 001__ 10470
000010470 005__ 20141205155730.0
000010470 04107 $$aeng
000010470 046__ $$k2008-10-12
000010470 100__ $$aKashiwazaki, T.
000010470 24500 $$aBlind Analysis of RC Beam-Column Joints Subjected to Multi-Axial Combined Loadings Using 3D Nonlinear FEM

000010470 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010470 260__ $$b
000010470 506__ $$arestricted
000010470 520__ $$2eng$$aIn Reinforced Concrete structures, beam-column joints are important structural member which translate stress between adjacent beams and columns. In this study, blind analysis of beam-column joints subjected to multi-axial combined loadings was carried out using three-dimensional (3D) nonlinear FEM. From analytical results of beam-column joints subjected to multi-axial loadings, hysteresis characteristics and failure modes are investigated.

000010470 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010470 653__ $$areinforced concrete, beam-column joint, 3D nonlinear FEM, blind analysis

000010470 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010470 720__ $$aKashiwazaki, T.$$iNoguchi, H.
000010470 8560_ $$ffischerc@itam.cas.cz
000010470 8564_ $$s842530$$uhttps://invenio.itam.cas.cz/record/10470/files/05-03-0131.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0131.
000010470 962__ $$r9324
000010470 980__ $$aPAPER