• AJAY KUMAR CHAUBISA
• Prof. B. M. Purohit
• Prof. A. R. Darji

In the current study, ‘Nonlinear Dynamic Analysis’ (or ‘Time-History Analysis’) has been carried out for various Storeys of ‘Asymmetric (L-Shaped) RCC Buildings’ with the help of ‘ETABS Software’. The ‘Base Isolation’ (Lead Rubber Bearing) provided at the foundation level and ‘Friction Damper’ (provided diagonally) & ‘Cross-Bracing’ both provided at the corner of building due to higher concentration of ‘Earthquake Forces’ at this point. The Structural Models of different storeys have been compared with ‘Fixed Base Building’ versus Buildings provided with ‘Base Isolation’, ‘Friction Damper’ , and ’Cross-Bracing’ including parameters like ‘Storey Displacement’ and ‘Storey Drift’. The analysis depicts which ‘Seismic Response Control Device’ is the best in reducing ‘Storey Displacement’, ‘Storey Drift’ or providing Stability & Safety to Multi-Storey RCC Building with ‘Lateral Earthquake Load’ and find out at what ‘Storey Height’ which ‘Seismic Response Control Device’ is the most suitable or effective.

Asymmetric RCC Building, Non-linear Analysis, Base Isolation, Damper, Bracing.

"A TYPICAL NON-LINEAR ANALYSIS OF ASYMMETRIC RCC BUILDINGS WITH BASE ISOLATION, DAMPER AND BRACING DURING EARTHQUAKE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.459-472, April-2019, Available :http://www.jetir.org/papers/JETIR1904969.pdf

"A TYPICAL NON-LINEAR ANALYSIS OF ASYMMETRIC RCC BUILDINGS WITH BASE ISOLATION, DAMPER AND BRACING DURING EARTHQUAKE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp459-472, April-2019, Available at : http://www.jetir.org/papers/JETIR1904969.pdf