Research Article
Free-Decay Nonlinear System Identification via Mass-Change Scheme
Table 5
Identified modal parameters of the multistory building.
| Mode | Frequency (Hz) | Damping (%) | Unmodified | Set I | Set II | Unmodified |
| 1 | 3.49 | 3.02 | 3.06 | 0.49 | 2 | 6.11 | 5.46 | 6.08 | 0.48 | 3 | 10.20 | 8.93 | 8.61 | 0.25 | 4 | 14.38 | 13.34 | 14.31 | 0.18 | 5 | 27.00 | 26.61 | 26.85 | 0.53 |
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