The Comparative Study of Vibration Control of Flexible Structure Using Smart Materials

Figure 6

Vibration damping time associated with 𝐾_𝑝 and 𝐾_𝑑 combination. (a) vibration damping 90%; (b) vibration damping 95%; (c) vibration damping 99%.

(a) <10%

(b) <5%

(c) <1%