• Aniruddha Basalinga Kumbhar
• M. S. Kakamare

Coupled shear walls are one of the systems commonly used in medium and high rise structures to resist lateral forces. Yet these systems should not collapse or be induced severe damage during earthquake actions. For this reason, coupled shear walls must have high strength, high ductility, high energy absorption capacity and high shear stiffness to limit lateral deformations. So we generally preferred solid shear wall.. Here in this paper we will study aspects of one tall building (G + 9), located in different zones of earthquake. Its analysis based on software and result was being comparison of base shear, displacement, storey drift at different zones of earthquake.

Keywords – Seismic analysis, Coupled Shear wall, Base Shear, Displacement, Storey drift.

"COMPARATIVE STUDY ON SEISMIC BEHAVIOUR OF MULTI-STOREY BUILDING WITH COUPLED SHEAR WALL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.435-440, June-2019, Available :http://www.jetir.org/papers/JETIR1906500.pdf

"COMPARATIVE STUDY ON SEISMIC BEHAVIOUR OF MULTI-STOREY BUILDING WITH COUPLED SHEAR WALL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp435-440, June-2019, Available at : http://www.jetir.org/papers/JETIR1906500.pdf