The document analyzes the seismic behavior of multi-storey buildings with and without floating columns through time history analysis. Three buildings of heights G+3, G+10 and G+15 were modeled with different floating column configurations and subjected to earthquake excitations. Results for base shear, storey displacement and acceleration were compared. Introduction of floating columns increased time period and responses like displacements and storey drifts compared to regular buildings. Peak responses occurred for floating columns at the edge of exterior frames. The time history analysis method was used to evaluate the dynamic response of models to code-specified earthquake ground motions.