A Study on Energy Dissipation in Rcc Beam Column Joints Using Semi Rigid Connection

Beam column joint failure has been linked to the partial or whole collapse of reinforced structures, according information gathered during seismic reconnaissance. Under stress, a single beam only limited impact, but beam-column junction might lead structure. The resulting economic damage and human casualties are substantial. Hence, keeping from coming apart is crucial. Recent earthquakes have caused significant important this mostly attributable lack ductility in junction. performance was enhanced by design specific moment resistant frame. There less transmission greater yielding under lateral load steel pre-fabricated constructions that make use semi-rigid connections. In project, we an analytical approach examine impact connections RCC columns beams concrete high-rises.