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

<div>Probabilistic distributions of vertical displacement impact coefficients at point A of the bridge at different traveling velocities: (a) 80 km/h; (b) 120 km/h; (c) 80 km/h; (d) 120 km/h.</div>

Shock and Vibration

fig15

Figure 15

Figure 15: A Study on the Impact Coefficient of Traffic Flows on a Large Cable-Stayed Bridge in a Windy Environment 