Vibration Response Analysis of Simply Supported Box Girder Bridge-Maglev Train in Accelerated Test of Changsha Maglev Express

Figure 12

The frequency domain of acceleration at eight different speeds:(a)  = 60 km/h. (b)  = 80 km/h. (c)  = 90 km/h. (d)  = 100 km/h. (e)  = 110 km/h. (f)  = 120 km/h. (g)  = 125 km/h. (h)  = 130 km/h.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)