Research Article
Refined Time-Domain Buffeting Analysis of a Long-Span Suspension Bridge in Mountainous Urban Terrain
Figure 19
RMS lateral buffeting displacements of all the investigated cases at different AoAs: (a) AoA = 0°; (b) AoA = +5°; (c) AoA = −5°.
(a) |
(b) |
(c) |