• Noorullah Mamoazai
• Vishal B Patel
• Vatsal Patel

Abstract : The RC frame braced tube structure are the combination of RCC shear wall and steel bracing are being provided to resist the lateral load acting on the structure. The different types of bracing systems are used for the strengthening the RCC frame against lateral loading which is a viable solution for the enhancement of performances of the structure. In the present paper, seismic analysis of G+39, G+49, G+59 stories building are carried out, various types of bracing such as X, V, inverted V, parallel and zigzag bracing are being used. The sections of bracings used are pipe and tube sections. The analysis is carried out by using ETABS software, the method used for analysis is dynamic response spectrum method for earthquake dynamic loading. Seismic analysis is carried for G+39, G+49 and G+59 stories buildings. While as wind dynamic analysis is carried out for G+49 and G+59 stories buildings. A comparison is being carried out between building with bracing and without bracing. The models are being analyzed in seismic zone V. The various parameters such as displacement, stories drift, base shear and time period of various model buildings are obtained and interpretation of results is being carried out to find out the most suitable type of bracing system. The current study shows that the performance of X bracing is better than other systems.

time period, X bracing, parallel bracing, zigzag bracing etc.

"Seismic And Wind Performance Of Braced Tube Structure ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.479-489, April-2019, Available :http://www.jetir.org/papers/JETIR1904C79.pdf

"Seismic And Wind Performance Of Braced Tube Structure ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp479-489, April-2019, Available at : http://www.jetir.org/papers/JETIR1904C79.pdf