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. 2017 Mar 16;17(3):603. doi: 10.3390/s17030603

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