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

<div>Influence of height for wind field (wind direction = 30°/120°). (a) 30°/150°, <i>z</i> = 10 m. (b) 30°/150°, <i>z</i> = 5 m. (c) 30°/150°, <i>z</i> = 3 m. (d) 30°/150°, <i>z</i> = 1 m.</div>

Advances in Materials Science and Engineering

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Figure 5

Figure 5: Wind-Induced Response Analysis for a Fatigue-Prone Asymmetric Steel Arch Bridge with Inclined Arch Ribs 