Behaviour of Beam-Column Joint on Different Shapes RC Framed Structures: A Review
Abstract: 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.
Keywords: beam column ratio, push over analysis, cyclic loading, seismic analysis
How to Cite?: S. L. Patil, S. A. Rasal, "Behaviour of Beam-Column Joint on Different Shapes RC Framed Structures: A Review", Volume 6 Issue 4, April 2017, International Journal of Science and Research (IJSR), Pages: 351-353, https://www.ijsr.net/getabstract.php?paperid=ART20172238, DOI: https://dx.doi.org/10.21275/ART20172238