Blind Analysis of RC Beam-Column Joints Subjected to Multi-Axial Combined Loadings Using 3D Nonlinear FEM
Abstract eng: In 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.
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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