Seismic Analysis of RCC Building without Shear Wall and With Shear Wall

In this research work, we analysed the G+15 storey RCC building without shear walls and with using shear walls. The adopted building configuration as 36mX36m along to length and width with 3.2 m each floors height with 230mm thick brick wall while 200mm thick shear wall. For this analysis work provided various properties like size of column 450mmX350mm, beams 400mmX300mm, thickness of slab 180mm thick, M25 grade of concrete for slabs and M30 grade concrete for beams and columns and Fe415 grade of steel and also used various seismic parameters such as seismic zone III, zone factor 0.16 with medium soil condition, Importance factor 1.5, damping ration 5 percent for factor 1, response reduction factor 5 for Special RC moment resisting frame structure. The analysis is done by Response Spectrum Method with the help of Etabs Software as per Indian Standard Code and compared the results in the term of Maximum shear wall moments and maximum deflections, storey drift etc.