• Vedang Shukla
• Abhishek Jhanjho

Earthquake prone areas throughout the globe may cause intensive damage to the varied structures that lead to harmful damage of social life and massive financial harms. However, the loss can be recognized to the improper design of the structures. In this paper a building with mass irregularityis selected with placement of external shear walls at different locations.Reinforced walls are one of the lateral loading systems commonly used in elevated buildings up to 30 stories. Position of Reinforced walls in unsymmetrical structures has been given due consideration. It is prominent to determine the efficient and complete location of the shaving walls in uneven structures. In this study , we can determine the high elevation of a 10-story structure (unusual RCC structure) in different areas of the shaving walls facing the spectrum by staad-pro response and the excellent shear wall condition found a few parameters base i.e. frequency, top shop trim, timing, storey drift on both sides and the effect of the joint shift on both sides

Shear walls, lateral loading, Etabs, Time period, storey drift, linear dynamic analysis, response spectrum.

"Seismic Analysis of Irregular (G+9) building with Shear Wall at Different Location: A Review", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 2, page no.c872-c876, February-2022, Available :http://www.jetir.org/papers/JETIR2202204.pdf

"Seismic Analysis of Irregular (G+9) building with Shear Wall at Different Location: A Review", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 2, page no. ppc872-c876, February-2022, Available at : http://www.jetir.org/papers/JETIR2202204.pdf