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structural vibration control
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0 2 4 6 8 10 120
0.2
0.4
0.6
0.8
1
1.2
4a. Viscous damping model Response Vs Frequency
0 2 4 6 8 10 120
0.1
0.2
0.3
0.4
0.5
0.6
4b. Hysteretic Damping model Response Vs Frequency
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10
0.1
0.2
0.3
0.4
0.5
0.6
4c. Coulomb Friction damping Response Vs Frequency
0 2 4 6 8 10 120
10
20
30
40
50
60
7a. Force Transmissibility Vs Frequency for ζ=0.01
0 2 4 6 8 10 120
2
4
6
8
10
12
7b.Force Transmissibility Vs Frequency for ζ=0.05
0 2 4 6 8 10 120
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
7c. Force Transmissibility Vs Frequency for ζ=0.4
