A thesis presents the dynamic reaction of the tall structure exposed to influence stacking (bomb blast). It is tied in with understanding the blast phenomena and examining the dynamic reaction of three different building systems as Frame Structure, Bracing Structure and diagrid Structure of Concrete by using ETABS 2016. The building is of G+16 stories is presented to 100 kg TNT, 200 kg TNT and 300 kg TNT with three distinctive standoff separation of 15 m, 20m and 25m separately. A non-straight three-dimensional is utilize for investigation the nonlinear reaction of a building. In the current circumstance, building under effect stacking (bomb impact) is acting in a word length with the high-mass power of stun wave.The point of this thesis work is to research the execution of tall structure, structures under impact stacking, blast phenomena and the dynamic reaction of three different building system structure by using ETABS 2016 computer modelling, analysis and designing software. The outcome obtained by a time history function is in terms of base shear,storey displacement, storey drift and overturning moments and another important parameterof the structure which helps to resist the impact of the blast. In this way we could reduce the impact of the blast onthe surrounding building.
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