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

<div>Wind velocity to raise VIV according to structural frequency and curve fitting. (a) Curve fitting for predicting wind velocity to raise VIV to the change of the natural frequency. (b) Residuals from the curve fitting.</div>

Shock and Vibration

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Figure 8

Figure 8: Prediction of Wind Velocity to Raise Vortex-Induced Vibration through a Road-Rail Bridge with Truss-Shaped Girder 