Effect of SSI on Vibration Control of Structures with Tuned Vibration Absorbers

<div>Time variation of displacement and acceleration at the topmost node of the chimney under Nahanni (1985); TVAs are with the mass ratio (<i>µ</i>) of 2% and damping ratio (<i>ζ</i><sub>d</sub>) of 5%.</div>

Shock and Vibration

fig4

Figure 4

Figure 4: Effect of SSI on Vibration Control of Structures with Tuned Vibration Absorbers 