Optimisation Design and Damping Effect Analysis of Large Mass Ratio Tuned Mass Dampers

<div>The damping effect of different mass ratio (TMD) on the peak value of structural displacement response. (a) <i>T</i> = 0.5 s. (b) <i>T</i> = 1.0 s. (c) <i>T</i> = 2.0 s. (d) <i>T</i> = 3.0 s.</div>

Shock and Vibration

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Figure 12

Figure 12: Optimisation Design and Damping Effect Analysis of Large Mass Ratio Tuned Mass Dampers 