Tall buildings are subjected to horizontal movement or deflection under the impact of earthquake loads. To prevent
lateral movement of the structure, the structure should be rigid enough to support the lateral load. The bracing system is a
system provided to minimize the lateral deflection of the structure. The members of the braced frame are subjected to tension and
compression, so they are provided to withstand these forces similar to a gantry. Different types of bracing approaches are applied
according to the mechanism.
The Articles deals with comparative study of different types of bracing using a G+15 Storey. The plinth area taken as 30m x 24 m
(rectangular section pattern) i.e. 720m2
. The Structural parameters are used in three different stage levels which storey as per
the need of the structure. The earthquake response can evaluate by using response spectrum method into it. The zone V. Etabs
software mechanism is used for the modelling and analysed by Response Spectrum Analysis.
