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

<div>The damping effect of different mass ratios (TMD) on the mean square root 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

fig13

Figure 13

Figure 13: Optimisation Design and Damping Effect Analysis of Large Mass Ratio Tuned Mass Dampers 