Table 2 First three Natural frequency of intact cantilever beam \(\text{(Hz).}\)
From: Identification of frame geometry and boundary conditions from free-vibration modal signatures
| Â | \({\omega }_{1}\) | \({\omega }_{2}\) | \({\omega }_{3}\) |
|---|---|---|---|
Present | 40.68 | 251.95 | 692.52 |
ANSYS | 40.65 | 251.72 | 691.66 |
