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

<div>FE model of the bridge and its vertical bending modes: (a) FE model; (b) the 3rd mode; (c) the 4th mode; (d) the 47th mode; (e) the 48th mode.</div>

Shock and Vibration

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Figure 2

Figure 2: A Study on the Impact Coefficient of Traffic Flows on a Large Cable-Stayed Bridge in a Windy Environment 