Robust Optimum Design of Multiple Tuned Mass Dampers for Vibration Control in Buildings Subjected to Seismic Excitation

<div>Maximum interstory drift per story for uncontrolled structure (red curve) and controlled structure (blue curve), for coefficient of variation equal to zero for all parameters.</div>

Shock and Vibration

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Figure 3

Figure 3: Robust Optimum Design of Multiple Tuned Mass Dampers for Vibration Control in Buildings Subjected to Seismic Excitation 