Modelling of reinforced concrete RC frame using a simplified approach

Faroudja MEZIANI, Amar KAHIL, Aghiles NEKMOUCHE & Said BOUKAIS
The intent of this paper is to use a simplified finite element model to simulate the reinforced concrete frame by using Timoshenko beam elements for columns and beams and the modified Takeda model for the sectional behavior. The model takes into account the non-linear behavior of a reinforced concrete by introducing laws behavior that reflects the real behavior. A failure criterion that is based on the ultimate rotations of the element is associated with finite...
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