• Jawid Ahmad Tajzadah
• A.N.Desai
• Vimlesh V.Agrawal
• Vishalkumar Bhaskarbhai Patel

Steel bracing is highly efficient and economical method for resisting lateral forces in frame structures. Bracing has been used for stabilizing the tallest building structures laterally. Shear wall is another efficient structural system in tall building which carries the lateral loads by combined bending-axial-shear action. In this paper three buildings G+19, G+24 and G+29 are analyzed using software ETABS, a comparison is being carried out between three structural systems i.e. SMRF+bracings, SMRF+shear walls and combined system (bracings+shear walls). Bracing system and Combined system models are equipped and analyzed with four types of bracing X bracing, V bracing, inverted V bracing and K bracing. These bracings are equipped with box section (200x200x12). The models are assumed to be located in seismic zone V and the response spectrum method is used in the analysis. The results of different type of building models are obtained and comparison of each one is made in terms of various parameters such as displacement, storey drift, base shear and overturning moment capacity.

Bracings, Shear Wall, Combined System, ETABS etc

"Seismic Performance of Steel Bracings with and without Shear wall in High-rise Buildings", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.607-615, April-2019, Available :http://www.jetir.org/papers/JETIR1904991.pdf

"Seismic Performance of Steel Bracings with and without Shear wall in High-rise Buildings", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp607-615, April-2019, Available at : http://www.jetir.org/papers/JETIR1904991.pdf