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 = 210°/330°). (a) 210°/330°, <i>z</i> = 10 m. (b) 210°/330°, <i>z</i> = 5 m. (c) 210°/330°, <i>z</i> = 3 m. (d) 210°/330°, <i>z</i> = 1 m.</div>

Advances in Materials Science and Engineering

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Figure 11

Figure 11: Wind-Induced Response Analysis for a Fatigue-Prone Asymmetric Steel Arch Bridge with Inclined Arch Ribs 