A New Methodology for Optimal Design of Hybrid Vibration Control Systems (MR + TMD) for Buildings under Seismic Excitation

<div>Vibration control of the 10-story building: (a) semiactive control and (b) hybrid control (MR + TMD).</div>

Shock and Vibration

Figure 3: A New Methodology for Optimal Design of Hybrid Vibration Control Systems (MR + TMD) for Buildings under Seismic Excitation 