• Savin M. Lulekar
• Sanjay Bhadke

Earthquakes are one among the foremost destructive of natural hazards. Earthquake occurs due to sudden transition motion of the ground as a result of release of energy in a matter of few seconds. This recent events remind us of the vulnerability of our society to natural hazards. The protection of civil structures, including material content and human occupants is, doubtless, a worldwide priority. The challenge of structural engineers is to raised withstand these natural hazards. In the present study reinforced concrete moment resisting frame building of G+20 are considered. The building is taken into account to be located in the seismic zone (v) and intended for commercial purpose. Model-I Building without dampers, Model-II –Building with dampers. The building of G+20 has been modeled by providing with and without damper providing all parameters using S A P 2 0 0 0 software. When the structure is connected to the fluid viscous dampers (FVD), the building's displacements and accelerations may be controlled. Further damper at appropriate locations can significantly reduce the earthquake response.

SAP 2000, pushover analysis, base shear, lateral displacement, storey drifts.

"Seismic Analysis and Design of Multi Storey RC Buildings with and without Fluid Viscous Dampers ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 7, page no.a940-a951, July-2021, Available :http://www.jetir.org/papers/JETIR2107121.pdf

"Seismic Analysis and Design of Multi Storey RC Buildings with and without Fluid Viscous Dampers ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 7, page no. ppa940-a951, July-2021, Available at : http://www.jetir.org/papers/JETIR2107121.pdf