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Now a days in Reinforced Concrete “Specific Moment Resisting Frames” are used as a part of seismic force resisting methods in buildings which are created to resist earthquakes. Beam-column joints, columns, and beams in moment frames are proportioned as well as detailed to resist shearing, axial, and flexural measures which result as a construction sways via many displacement cycles in intense earthquake ground shaking. Exclusive proportioning & detailing requirements lead to a frame capable of resisting strong earthquake shaking with no substantial loss of strength or stiffness. These moment resisting frames are called "Special Moment Resisting Frames" due to these extra needs, which help the seismic resistance in comparison with much less stringently detailed Ordinary and intermediate Moment Resisting Frames. The design criteria for SMRF buildings are provided in IS 13920 (2002). In this particular study, the buildings are intended both as OMRF and SMRF, and the performance of theirs is compared. Because of this, the structures are modelled and pushover analysis is performed in SAP2000. The pushover curves are plotted out of the analysis results and also the behaviour of structures is analyzed for different assistance conditions as well as infill conditions. The behaviour variables are additionally discovered for every construction while using values from pushover curve and it is investigated.

The Effect of Lateral Connection in Moment Carrying Capacity of Frame in RC High Rise Structure using Pushover Analysis