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Table 1 Modal properties of the first 10 modes of the prototype bridge

From: A hybrid approach for fatigue assessment of reinforced concrete bridge deck considering realistic bridge-traffic interaction

Mode

Frequency

(Hz)

Period (Sec)

Dominant direction

Symmetry

1

1.704

0.587

Longitudinal

Symmetric

2

5.425

0.184

Vertical

Symmetric

3

5.637

0.177

Vertical

Asymmetric

4

6.513

0.154

Vertical

Symmetric

5

7.584

0.132

Vertical

Asymmetric

6

8.175

0.122

Vertical

Symmetric

7

8.428

0.119

Vertical

Asymmetric

8

8.611

0.116

Vertical

Asymmetric

9

9.024

0.111

Vertical

Symmetric

10

9.118

0.110

Vertical

Symmetric