• Doke S.
• Dongare V
• Hande A.
• Inamdar S.
• Prof. Gayake P.R

Many existing reinforced concrete buildings need to retrofit to overcome the deficiencies to resist seismic load. By using E TAB software as per IS 1893:2016 (part-1). A G+10 storey building is analysis for seismic zone III. Retrofitting is most effective method to reduced risk for building. . In present study aim to evaluate the different types of bracing system for 10 storey RCC building .The models were compared for different points within building such as maximum storey lateral displacement ,Storey shear, storey drift and lateral load resisting capacity of building. Bracings systems are one of the lateral load resisting system which has got structural importance specially in RC concrete buildings. Different bracing systems are efficient enough for seismic responses. Bracing is very effective strengthening technique.

Earthquake ,Seismic performance, ETABS, Retrofitting, Strengthening

" Seismic Retrofitting Analysis by Using Drift Displacement ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 2, page no.79-83, February-2019, Available :http://www.jetir.org/papers/JETIRAE06016.pdf

" Seismic Retrofitting Analysis by Using Drift Displacement ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 2, page no. pp79-83, February-2019, Available at : http://www.jetir.org/papers/JETIRAE06016.pdf