Use of bracing for constraining the structure is in trend, so there is need of innovating implicit and coherent bracing
system which is able to withstand against lateral forces which will play vital role in design of high rise steel structure. The
bracings provide continuous load path and adequate stiffness. If bracing system used in combination then it will perform in
accordance to the coalescence .The following probe targets at calculating effect of seismic loading on 18 storey regular bare steel
framed building using ETABS software. This buildings adapted different types of combination of bracings such as X&V bracing,
V& Chevron bracing, K&X bracing and Megabracing, The ensuing interpretation is done by static equivalent method and
Response spectrum method for 18 storey steel framed structure by using analytical software E’Tabs with reference of
IS1893:2016 with wind analysis with reference to IS875(part3):2015.
