PUSH OVER ANALYSIS FOR G+30 BUILDING REINFORCED WITH GFRP BARS

The dissertation work is concerned with the comparison of the seismic evaluation of GFRP and Steel reinforced multistory Building with and without 'Shear wall, the method carried out in terms of equivalent static, response spectrum and pushover analysis according to IS 1893:2002(part1) code, G+03, G+10 and G+30 storey buildings are considered for the analysis. The comparison of equivalent static, response spectrum method and pushover analysis by using ETABS software is used to perform the modeling and analysis of G+ 03, G+10 and G+30 storey's buildings by considering the seismic zone IV as per IS 1893:2002(part I) code. For analysis various IS codes have been referred. for 0. 9, 1.2 and 1.5 seismic load combinations as per IS 1893 :2002 (part 1) code is referred. In this study building model analysis carried out namely equivalent static and response spectrum, pushover analysis i11 longitudinal direction & transverse direction discussed and comparisons of coda! values of the software analysis values. Results of these analyses arc discussed in terms of the storey displacement, storey drift and base shear. from this result it is concluded that storey displacement, storey drift and base shear will be more in regular buildings compare with Building with sheer wall.