• Saurabh Hete
• Sanjay Bhadke

The capacity of structure is represented by pushover curve. The method of Pushover analysis is to observe the successive damage states of a building. Modelling for such analysis requires the nonlinear properties of each component in the structure of the determination, quantified by strength and deformation capacities, which depend on modelling assumption . In this building frame is designed as per Indian standard i.e. IS-456:2000 and IS-1893:2002 and IS-875:1987. The study of the main objective to check performance of building when designed as per Indian Standard. The structure engineering profession has been using the nonlinear static procedure or pushover analysis described in FEMA-356 and ATC-40.Using structural analysis and design ETABS 2016 Software. the present study is to evaluate the behavior of two typical new R.C.C building were taken for analysis G+8 and G+12 floors reinforced concrete frame structure subjected to earthquake forces in Zone ΙΙ.

Pushover analysis , Response spectrum , Base shear , Displacement , performance based design.

"PUSHOVER ANALYSIS OF EXISTING RC FRAME STRUCTURE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 5, page no.573-578, May-2018, Available :http://www.jetir.org/papers/JETIR18IC105.pdf

"PUSHOVER ANALYSIS OF EXISTING RC FRAME STRUCTURE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 5, page no. pp573-578, May-2018, Available at : http://www.jetir.org/papers/JETIR18IC105.pdf