Research Article
A Study on the Impact Coefficient of Traffic Flows on a Large Cable-Stayed Bridge in a Windy Environment
Figure 13
Probabilistic distributions of vertical displacement impact coefficients of the bridge under the conditions of different surface roughness: (a) at point A; (b) at point A; (c) at point A; (d) at point C.
(a) |
(b) |
(c) |
(d) |