Abstract
In many seismically active regions worldwide, massive Reinforced Concrete (RC) structures built before the 1970s existed. These older RC buildings, in countries having seismic history, were designed for gravity loads only. Anyway, the beam-column connections influence the structures where the functions of connection shortage by transport the forces like shear, moment, and torsion through the beam to the column. Also, it could behave in a ductile manner to help the structure resist the seismic, as simulate the seismic loading. Due to the failure of external joints more than the internal beam-column joints, this review focuses on the behavior of vulnerable beam under seismic loading, consequently simulated the behavior under an earthquake and the reinforcement detailed. Key Words: RC beam, Earthquake, Collapse, Stirrups, Buckling, Shear Failure.
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