Abstract: Now days high rise structures are rapidly grow due to limitation of available land. Structure design of high rise buildings is governed by the lateral loads due to wind or earthquake. Lateral load resistance of structure is provided by wall frame, braced tube, shear wall, outrigger and tubular system. Recently the digrid-diagonal grid system is widely used for tall buildings due to its structural efficiency. In this paper, 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 drifts for they are presented here.
Keywords: Diagrid Building, Storey Drift, Storey Displacement, E-Tab.