Published Paper Details:

The structure in high seismic areas may be prone to the severe damage. The structural safety for earthquake loading is most important factor along with building serviceability and prospective for economic loss during major earthquakes. Performance - based design is controlling the structural damage based on precise estimation of proper response parameter. By performance based seismic analysis one can evaluates how building is likely to perform. It is an iterative process with selection of performance objective and subsequently development of preliminary design, an assessment whether or not the design meets the performance objective. This review article is based on Non-linear Static Analysis (Pushover Analysis) of RC frame buildings with shear wall and its parameters such as Lateral Displacement, Storey Shear, Storey Drift, Base shear and demand Capacity (Performance Point) are been evaluated using E-TABS and SAP software. The comparative study has been done for story drift, base shear, spectral acceleration, spectral displacement, story displacement