Buildings that seemed to be sturdy enough could collapse during an earthquake and reveal flaws. The knowledge gained from the most recent earthquakes shows that the majority of structures that collapsed were discovered to be lacking in order to satisfy the standards of the most recent codes. Non-linear static pushover analysis must be executed to assess the performance of tubular structures under anticipated future earthquakes of both new and existing structures. Several scholars have done research involving the evaluation of structure response of various structural system. Hence the pushover study performed by the researchers is anticipated to offer sufficient details on the structural strength and deformation demands placed on the structural system by the design ground motion and comparison with the available capacities at desired performance levels. In the present study, we investigated to identify the most effective structure which increase the lateral stability of the system by examining how a frame tube structure with a haunch girder and braced tube structural system behaves in seismic Zone III using SAP2000. To choose the most appropriate structural system and gauge performance levels, several results like base shear, top story displacement, natural period, and pushover results is compared. It is observed after analysis that braced tube structure is efficient among the structures consider in this study.