Tuned Liquid Dampers (TLDs), as passive control devices, have been used in high-rise buildings for vibration control. A TLD dissipates energy through the sloshing of the water inside the tank. Modified Tuned Liquid Damper (MTLD) utilizes the rotational spring system at the base, therefore the MTLD experiences both horizontal and rotational motions. In this study, MTLD-structure system subjected to sinusoidal excitation and seismic events has been investigated using Lu's analytical model. This analytical model has been verified experimentally using Real-Time Hybrid Simulation method. The important parameters of the MTLD including the dimensionless rotational stiffness parameter, mass ratio, frequency ratio and damping ratio were studied in detail; and a preliminary design procedure was outlined.iii Acknowledgments I would like to really appreciate my research supervisor, Professor Oya Mercan, who provided me the most useful guidance, encouraged me and helped me to modify my thesis with more patience. And most importantly, she offered me an opportunity to complete my M.A.Sc Degree in one year. I am also grateful to my second reader, Professor Karl Peterson, who spent time to review my thesis and gave me the most valuable comments and suggestions during my defence.