FEM Analysis of Three-Dimensional Interaction of RC Frames Subjected to Multi-Directional Cyclic Loading
Abstract eng: Structural behavior of beam-column joints in a RC frame under seismic loadings differs from RC beam-column joints as subassemblies because neighboring members affect each other. The effects of beam’s eccentricities on the seismic performances of RC beam-column joints are investigated by 3-D nonlinear FEM Analysis. The verification of experimental results is conducted using FEM analysis. It is indicated that the torsion effects of beam-column joints caused by eccentricities is restrained more, if the contact area of slabs on the joint panel is larger.
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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