A Study on the Impact Coefficient of Traffic Flows on a Large Cable-Stayed Bridge in a Windy Environment

<div>Probabilistic distributions of vertical moment impact coefficients at point C of the bridge in a windy environment: at the mean wind velocity of (a) 30 m/s; (b) 49.8 m/s.</div>

Shock and Vibration

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Figure 20

Figure 20: A Study on the Impact Coefficient of Traffic Flows on a Large Cable-Stayed Bridge in a Windy Environment 