Comparison of Reinforcement of High Rise Structure in Different Seismic Zones Using Staad Pro

Abstract: In this research design of G+10 High Rise Structure has been analyzed. The earthquake is most dangerous natural hazard in manmade structure. The demand of earthquake resisting building has been increased which can be fulfilled by providing the shear wall , Structure reinforcement and the appropriate sizing of beams and columns in the structure for resisting lateral forces. Shear walls also have high stiffness and strength which can be used to resist horizontal loads and gravity loads making useful in various structural engineering design. The study focuses on G+ 10 high rise structures located in seismic zones II, III, IV and V of India with shear walls at corners of the external walls . A Comparison of reinforcement for both flexural and compression members across different seismic zone is included . The analysis is done by using STAAD-Pro Connect Edition V22 software. The IS codes used for the analysis and designing is IS 1893 (Part-1):2016 (criteria for earthquake resistant design of structures), IS 456:2000 (plain and reinforced concrete) and SP 16: 1980 (design aids for reinforced concrete to IS : 456 )