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

Figure 12

Probabilistic distributions of vertical displacement impact coefficients at point A of the bridge under the action of traffic flows in different time segments: (a) from 00:00 to 05:00; (b) from 06:00 to 11:00; (c) from 12:00 to 17:00; (d) from 18:00 to 23:00; (e) from 09:00 to 11:00; (f) from 09:00 to 10:00.

(a)

(b)

(c)

(d)

(e)

(f)