Research Article

Dynamic Characteristics of a Double-Pylon Cable-Stayed Bridge with Steel Truss Girder and Single-Cable Plane

Table 4

Main vibration mode characteristics.

Mode numberBridge typeFrequencies (Hz)Mode shape

1S0.244The 1st-order cross bending of the main span of the girder
D0.243The 1st-order cross bending of the main span of the girder

2S0.306The 1st-order symmetrical vertical bending of the girder
D0.325The 1st-order symmetrical vertical bending of the girder

3S0.467The 2nd-order symmetrical vertical bending of the girder
D0.472The 2nd-order symmetrical vertical bending of the girder

4S0.581The bending torsion-coupling of the left span of the girder
D0.584The bending torsion-coupling of the left span of the girder

5S0.612The 1st-order symmetrical bending of the girder
D0.608The 1st-order symmetrical bending of the girder

6S0.656The 3rd-order symmetrical vertical bending of the girder
D0.661The 2nd-order symmetrical vertical bending of the girder

7S0.671The obvious bending torsion-coupling of the girder
D0.673The slight bending torsion-coupling of the girder

8S0.716The bending torsion-coupling of the main and right span of the girder
D0.718The bending torsion-coupling of the right span of the girder

9S0.758The obvious bending torsion-coupling of the girder
D0.763The slight bending torsion-coupling of the girder

10S0.774The 4th-order symmetrical vertical bending of the girder
D0.822The 4th-order symmetrical vertical bending of the girder

11S0.830The obvious bending torsion-coupling of the main span of the girder
D0.919The obvious bending torsion-coupling of the main span of the girder

12S0.946The 5th-order symmetrical vertical bending of the girder
D1.006The 5th-order symmetrical vertical bending of the girder

Note. S, cable-stayed bridge with a single-cable plane; D, cable-stayed bridge with a double-cable plane.