Among all the natural disasters such as flood, earthquake, drought, hurricanes the least understood and the most destructive one is earthquake. Since, they cause many of injuries and economical losses leaving behind a series of signs of panic. Necessity to implement seismic codes in building design. For this a better method of analysis such as static analysis, dynamic analysis and time history analysis has to be adopted for performing the structures seismic risk assessment. This dissertation work is concerned with the “Studies on Effect of Friction Dampers on the Seismic Performance of RC( G+15) Storey Buildings” According to IS 1893 (part 1): 2002 codal provisions the structures are analyzed by Equivalent Static method & Time History method. The modeling and analysis is done with ETAB SOFTWARE and the results obtained are seismic parameters such as Time period, Base shear, Lateral displacement and Inter storey drift, storey stiffness, storey accelaration are tabulated and then comparative study of structures with and without Friction dampers has been done.
Friction dampers; Base shear, Lateral displacement Storey drift, storey shear, storey accelaraation, slip load, and storey stiffness
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