Behaviour of Beam-Column Joint on Different Shapes RC Framed Structures: A Review

the behavior of reinforce concrete moment resisting frame structures in recent earthquake all over the world has highlighted the consequences of poor performance of beam-column joint. Currently practice demand is strong column weak beam behavior so as result for ductile failure. The present review aims at the checking of adequacy of beam-column ratio in building under cyclic loading. The beam-column ratio is gradually increase& failure of column have been noted. Analysis carried by push over analysis. Also, variation of horizontal& vertical irregularity is review.