Research Article
Vibration Response Analysis of Simply Supported Box Girder Bridge-Maglev Train in Accelerated Test of Changsha Maglev Express
Figure 17
Variation of gap value of suspension frame at six different speeds. (a) = 60 km/h. (b) = 80 km/h. (c) = 100 km/h. (d) = 120 km/h. (e) = 125 km/h. (f) = 130 km/h.
| (a) |
| (b) |
| (c) |
| (d) |
| (e) |
| (f) |