• KHUSHNUMA KHATOON
• Rajiv Banerjee

Structures in seismically active regions could sustain significant damage. Structures must endure lateral loads that can cause large strains in addition to gravity loads. Shear walls and steel bracings in R.C. structures are currently the most often used method of preventing lateral loads brought on by earthquakes, wind, blasts, etc. It is discovered that the X type of steel bracing system greatly minimizes the maximum interstorey drift and lateral displacement and increases structural rigidity. Although shear walls are among the best lateral load resisting techniques and are frequently utilized in construction, using steel bracing will be a practical way to increase earthquake resistance. Shear walls are used in construction to sustain gravity loads and resist lateral forces. RC shear walls are very stiff in the plane. The location of the shear wall affects how the building will function as a whole. The placement of the shear wall must be optimum for the building to function effectively and efficiently. In order to determine the effective lateral load system during an earthquake in high seismic zones, computer assisted analysis is performed using E-TABS. Analysis of the RCC shear wall and rigid-bracing framed structure is the primary goal of this study. It also compares top storey displacement variation, cost per panel, and weight of the shear wall and bracing in the building. The shear wall and braced frame at the centre of the G+10 Storey building are used to analyze it in the current work. Analysis is done, and the outcomes for storey drifts, maximum base shear, storey drift, displacement, and time period are compared and evaluated.

Seismic analysis, Shear wall, X-Bracings, Equivalent static method, Response spectrum method, E-TABS.

"“Reduction of torsional effects on asymmetric U-shaped high rise building with Shear wall and Bracing System", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 7, page no.e440-e446, July-2023, Available :http://www.jetir.org/papers/JETIR2307446.pdf

"“Reduction of torsional effects on asymmetric U-shaped high rise building with Shear wall and Bracing System", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 7, page no. ppe440-e446, July-2023, Available at : http://www.jetir.org/papers/JETIR2307446.pdf