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

Table 1

Comparison of time for amplitude damping 99% between different 𝐾_𝑝 and 𝐾_𝑑 combinations.

𝐾𝑑	𝐾𝑝
	5	15	25	35	45	55	65	75	100
0	4.952	2.483	1.560	1.151	1.001	0.857	0.799	0.681	4.936
0.02	4.972	2.427	1.509	1.181	1.006	0.829	0.766	4.999	4.704
0.04	4.988	2.404	1.485	1.573	4.994	4.965	4.608	4.294	4.999
0.06	4.998	4.953	4.846	4.999	4.998	4.999	4.998	4.999	4.999