Research Article
A Low-Cost Wireless Multinode Vibration Monitoring System for Civil Structures
Table 1
Natural frequencies identified from the impulse vibration test.
| System | Natural frequency (Hz) | Relative difference to high-grade system (%) | 1st mode | 2nd mode | 3rd mode | 1st mode | 2nd mode | 3rd mode |
| High-grade | 3.516 | 15.283 | 23.486 | | — | — |
| Low-cost | No interpolation | 3.313 | 14.544 | 22.256 | 5.77% | 4.84% | 5.24% | Linear | 3.394 | Not found | Not found | 3.47% | — | — | Spline | 3.459 | 15.137 | 23.071 | 1.62% | 0.96% | 1.77% | MAkima | 3.459 | 15.137 | 23.071 | 1.62% | 0.96% | 1.77% | NUFFT | 3.459 | 15.137 | 23.031 | 1.62% | 0.96% | 1.94% |
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Frequencies marked with ∗ are associated to modes identified with a manual peak selection.
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