Table 3.
Analysis of Natural Vibration Characteristics of the Bridge.
Order | Calculated Frequency (Hz) | Period (s) | Description of Vibration Mode |
---|---|---|---|
1 | 0.686 | 1.457 | Transverse Vibration of Bridge Tower + Transverse Bending of Beam |
2 | 0.752 | 1.330 | Anti-symmetric Transverse Vibration of Bridge Tower + Transverse Bending of Beam |
3 | 0.8702 | 1.149 | Longitudinal Drift of the Beam |
4 | 0.8852 | 1.130 | First-order Symmetric Vertical Bending |
5 | 1.1352 | 0.881 | First-order Symmetric Transverse Bending |