• Anish Ashokbhai Bhavsar
• Sandesh Sharma

Tall structures are always a challenge to the engineers from the structural point of view. Many structural systems have been developed to resists the gravity and lateral loads. These lateral forces are because of earthquake or wind forces which cause high base Shear and Bending moments in the structures. The current study focuses on framed tubular behaviour of structural system under gravity and lateral load. A parametric study is carried out on a building having 50, 70 & 90 stories with various types of bracing viz. single diagonal, double diagonal (X-bracing). The static and dynamic load are applied on the building and analysis is carried out on commercially available software ‘E-TABS’. Various parameters like storey displacement, maximum displacement, time period, storey drift, base shear and moments are compared with the frame without bracings.

Tubular Structural System, Bracing, Dynamic Load

"EFFECTS OF BRACING ON TUBULAR STRUCTURAL SYSTEM", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.110-115, April-2019, Available :http://www.jetir.org/papers/JETIR1904E15.pdf

"EFFECTS OF BRACING ON TUBULAR STRUCTURAL SYSTEM", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp110-115, April-2019, Available at : http://www.jetir.org/papers/JETIR1904E15.pdf