Wind-Induced Response Analysis for a Fatigue-Prone Asymmetric Steel Arch Bridge with Inclined Arch Ribs

Figure 13

Influence of height for wind field (wind direction = 240°/300°). (a) 240°/300°, z = 10 m. (b) 240°/300°, z = 5 m. (c) 240°/300°, z = 3 m. (d) 240°/300°, z = 1 m.

(a)

(b)

(c)

(d)