Table 1 Vertical natural frequencies of Bridge structure (First 10 Modes).

From: Study on the influence of near-fault vertical ground motion on the dynamic response of separation and collision of bridge

Mode order

1st

2nd

3rd

4th

5th

Vertical

natural

frequency

26.31

50.03

74.72

101.56

128.39

Mode

order

6th

7th

8th

9th

10th

Vertical

natural

frequency

153.24

174.24

201.14

224.61

250.51