Author : U. A. Nawale and D. N. Kakade

Structural design of high rise buildings is governed by the lateral loads due earthquake. Lateral load resistance of structure is provided by shear wall, wall frame, braced tube system, outrigger and tubular system. Recently the diagonal grid system is widely used for tall buildings due to its structural efficiency. In this paper, the comparison of static and dynamic analysis of study of 32-storey digrid structural system without vertical column around periphery building is presented here. The comparison of analysis of result in terms of storey displacement, storey drift for the Seismic and Dynamic analysis is presented here.

Keywords: Digrid, Storey Drift, Storey Displacement Static analysis, Dynamic analysis

Article published in International Journal of Current Engineering and Technology, Vol.7, No.4 (Aug-2017)