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The present study is an attempt to understand the basic fundamental and procedure of Performance Based Design of R.C.C. building. A Nonlinear Static Analysis (Pushover Analysis) is used to obtain the inelastic deformation capability of building, which depends on hinges formation in various elements of building. The 3-D frame was analysed and designed using IS: 456-2000 and IS: 1893-2002 (Part – I) considering moderate seismic zone. The Result of Nonlinear static analysis show that behaviour of building at various performance level. And calculate cost of building at various performance level and compare with each performance level. The software used for performing performance based design is ETABS 2015.
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