• Rishikesh Pujari
• Dr.S.K.Sekar

The structure can’t design for actual seismic intensity. If structure is designed for actual seismic intensity, construction cost will be too high. So to achieve economy we reduce actual intensity of earthquake with the help of Response reduction factor. The properly designed and detailed RC framing sustains large inelastic deformation without collapse and having larger lateral strength as compare to design strength. Pushover analysis is an advanced tool to evaluate non linear behavior and gives the sequence and mechanism of plastic hinge formation.

Seismic intensity, Response reduction factor, Inelastic deformation, Pushover analysis, Plastic hinge

"STUDY OF SETBACK AND MASS IRREGULAR RC BUILDING UNDER SEISMIC EFFECT", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.207-210, May-2019, Available :http://www.jetir.org/papers/JETIRBM06033.pdf

"STUDY OF SETBACK AND MASS IRREGULAR RC BUILDING UNDER SEISMIC EFFECT", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp207-210, May-2019, Available at : http://www.jetir.org/papers/JETIRBM06033.pdf