ANALYSIS OF EFFECT OF EARTHQUAKE LOADS ON G+7 MULTI STOREY BUILDING USING REINFORCED CONCRETE SHEAR WALL AND REINFORCED MASONRY SHEAR WALL

The present project deals with the analysis of G + 7 multi storied building subjected to effect of earthquake loads. The application of earthquake load effect was considered using IS : 1893 (Part 1) : 2002 and a nominal wind load of 33m/s was also included in the analysis. The paper presents the comparison of effect of earthquake load in ZONE II, III, IV and V for rocky and medium soil conditions. The use of reinforced concrete shear wall and reinforced masonry shear wall was considered. The parameters like seismic drift, seismic moment, base shear, lateral load distribution on each floor was also discussed in this project. The comparison for reinforced concrete shear wall and reinforced masonry shear wall was made using a soft ware named RESIST which was developed by NICEE government of India organization for the development of understanding capacity of effect of earthquake on multi storied buildings in Indian condition with application of wind effects also. ordina ry foundation condition which can be effect with earthquake load was assumed in the complete analysis of building.