The document analyzes the seismic response of a multi-storey building with different configurations of floating columns through static and dynamic analysis using STAAD Pro software. Four building models are considered: square, L-shaped, plus-shaped, and T-shaped. The models are analyzed for zones III and IV to determine parameters like maximum support reaction, bending moment, base shear, story drift, concrete quantity, and steel quantity. Results show the plus-shaped structure performed best with least displacement, support reaction and bending moment compared to other structures, while base shear was similar. The study aims to determine the most effective floating column configuration.