Prediction of Wind Velocity to Raise Vortex-Induced Vibration through a Road-Rail Bridge with Truss-Shaped Girder

<div>VIV of girder of bridge in different frequency parameters. (a) VIV of dynamic wind tunnel test at 1.12 Hz vertical frequency. (b) VIV of dynamic wind tunnel test at 1.50 Hz vertical frequency. (c) VIV of dynamic wind tunnel test at 1.89 Hz vertical frequency.</div>

Shock and Vibration

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Figure 3

Figure 3: Prediction of Wind Velocity to Raise Vortex-Induced Vibration through a Road-Rail Bridge with Truss-Shaped Girder 