Research Article
Dynamical Analysis Applied to Passive Control of Vibrations in a Structural Model Incorporating SMA-SE Coil Springs
Table 7
Structural damping of the system in forced vibration, linear scale.
| Configurations | First floor | Second floor | (Hz) | (Hz) | (Hz) | (Hz) | | | | | | | | |
| A: no absorbers | 0.0133 | — | 0.0067 | — | 0.0144 | — | 0.0065 | — | B: steel springs | 0.0142 | — | 0.0053 | — | 0.0123 | — | 0.0055 | — | C: SMA-SE coil springs | 0.0172 | 21 | 0.0116 | 119 | 0.0195 | 59 | 0.0115 | 109 |
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