• Yashas Hiriyal M
• Roopanajali S

E-tabs means extended three-dimensional analysis of the building system. ETABS integrates every aspect for the engineering design process. In the current situation of the housing industry, the buildings that are being built are generally those with the most efficient results, which are elevated features such as beam and columns in multi-story RC structures. This software is mainly used for structures such as high-raised concrete and steel structures. The aim of the work is to investigate high-raised G+ 15 floors with respect to seismic, dead and live loads. Shear walls are generally used in areas with a high incidence of earthquakes because they are highly effective in carrying lateral loads. These shears walls effectively resisted not only earthquake loads but also wind loads, which are quite high in some zones. For two decades, the principle of structural design has not changed, now the limit state method is changing to a conventional method, it is no longer considered a modern design principle. In addition to elastic design, there is also a modern and futuristic method that includes design beyond the scope of inelastic materials and is known as "performance-based design" for a multi-story building. The results are compared. And also, to analyze story drift, lateral displacement, base reaction at different flows and for different zones for models with and without partition wall.

Shear wall, Seismic loads, wind loads, Response spectrum, High buildings

"Seismic Performance of Reinforced Concrete Shear Wall", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 8, page no.e449-e455, August-2022, Available :http://www.jetir.org/papers/JETIR2208452.pdf

"Seismic Performance of Reinforced Concrete Shear Wall", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 8, page no. ppe449-e455, August-2022, Available at : http://www.jetir.org/papers/JETIR2208452.pdf