• Mohammad Saqib Siddiqui
• Anurag Bajpai

This study compares the seismic behaviour of tall building with RC shear wall and Composite shear wall. To improve the strength and ductility of core walls in tall buildings which would be subjected to combined high axial compressive force and bending moment during the earthquake, an innovative concrete filled double skin steel plate composite (CFSDC) wall is proposed. Multi-partition composite shear walls have the strong points, such as high load-carrying capacity, good ductility, excellent energy dissipation capacity and fast construction speed. Composite shear walls are widely used in civil projects due to its high stiffness and deformability. RC shear wall building and CSW building are compared by providing both shear walls at side centre of building in X and Y direction using ETABS. The structural response in is investigated comparing various parameters that are time period, storey displacement, storey drift and stiffness. Multi storey building (G+24) is taken in Zone IV with medium soil.

Composite shear wall, CFSDC wall, ETABS, Seismic behaviour

"Seismic performance of building with RC and Composite shear wall provided at side centre", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.673-681, June 2019, Available :http://www.jetir.org/papers/JETIR1907554.pdf

"Seismic performance of building with RC and Composite shear wall provided at side centre", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp673-681, June 2019, Available at : http://www.jetir.org/papers/JETIR1907554.pdf