• M. Kanta Rao

As the demand for construction of high rise buildings increased day by day, it is very much necessary to ensure the safety and stability of the structures against lateral forces caused by earthquake. The most predominantly used structural element which resists the lateral forces and imparts the stiffness to the structure is shear wall. Shear walls are specially designed reinforced structural walls to resist all types of lateral forces caused by wind, earthquake. In this thesis our main focus is to compare the seismic performance G+14 storey irregular planned structure with and without shear wall using Response spectrum method. Analysis was carried out by using E-TABS for seismic zone Ⅳ in India.

Comparative Study on Seismic performance of Multi Storied Building with and without Shear Wall

"Comparative Study on Seismic performance of Multi Storied Building with and without Shear Wall", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 9, page no.51-60, September-2020, Available :http://www.jetir.org/papers/JETIR2009006.pdf

"Comparative Study on Seismic performance of Multi Storied Building with and without Shear Wall", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 9, page no. pp51-60, September-2020, Available at : http://www.jetir.org/papers/JETIR2009006.pdf