Table 2 Optimal stiffness and damping values.
Support condition | Type #1 | Type #2 | |||||
|---|---|---|---|---|---|---|---|
α | 0.05 | 0.16 | 0.25 | 0.05 | 0.16 | 0.25 | |
P with LLR | \({k}_{t,\alpha }\,(N/m)\) | 1.30E6 | 2.87E6 | 3.05E6 | 1.37E6 | 3.05E6 | 3.99E6 |
\({c}_{t,\alpha }\,(Ns/m)\) | 3.59E3 | 1.19E4 | 2.44E4 | 3.16E3 | 1.09E4 | 1.80E4 | |
\(Z\) | 2.08E-3 | 8.03E-7 | 6.77E-8 | 2.83E-3 | 1.10E-6 | 4.94E-9 | |
P with \({P}_{1,\alpha }\) | \({k}_{{P}_{1,\alpha }}\,(N/m)\) | 1.05E1 | 2.46E6 | 1.47E6 | 1.53E1 | 2.49E6 | 1.72E6 |
\({c}_{{P}_{1,\alpha }}(Ns/m)\) | 1.51E3 | 6.38E3 | 8.17E3 | 9.51E2 | 6.74E3 | 7.07E3 | |
\(Z\) | 8.93E-1 | 7.61E-3 | 2.55E-4 | 8.97E-1 | 8.93E-3 | 2.55E-4 | |