Research Article
Study on Dynamic Amplification Coefficient of U-Shaped Girder Based on Vehicle-Bridge Coupling Dynamics
Figure 10
Time histories of the lateral stresses at the bottom plate (V = 120 km/h): (a) σY at the locations of (x1, y1∼y7), (b) σY at the locations of (x1, y7∼y13), (c) σY at the locations of (x7, y1∼y7), (d) σY at the locations of (x7, y7∼y13), (e) σY at the locations of (x9, y1∼y7), (f) σY at the locations of (x9, y7∼y13), (g) σY at the locations of (x11, y1∼y7), (h) σY at the locations of (x11, y7∼y13), (i) σY at the locations of (x17, y1∼y7), and (j) σY at the locations of (x17, y7∼y13).
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