In India when structure engineer’s analysis and
design a structure like buildings, they are checking it for
displacement because of safety and control of damages; so in this
paper a set of frames with different height of reinforced moment
resisting frames were analyzed by two popular methods of
performance-based plastic design method and direct
displacement-based design method. For calculation of base shear,
the IS code has been used in both methods and ETABS software
used for seismic performance evaluation by nonlinear static
pushover analysis. The results of analysis with different methods
compared by suitable parameters and graphs, such as: (a) story
lateral force, (b) beam seismic moment, (c) displacement profile
and (d) capacity curve. Results show acceptable performance in 2
methods in terms of capacity and deformation
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