The architectural design of modern buildings has been highly integrated and multi-functional. Connected high-rise structures, which comprise of main towers and corridor in between at a certain height falls under the category of irregular building structure system. This thesis presents a study on the various buildings with connecting structures, under lateral loading conditions such as the seismic loads. The software ETABS was used for modeling the structure. Linear static analysis and linear dynamic analysis was conducted to analyse the models. For seismic loading, the parameters such as storey displacements, storey drifts, overturning moment, base shear, axial and bending moments in the corridor beams are studied. It is understood that each building behaved differently under seismic loads.