Reduction of Vehicle-Induced Vibration of Railway Bridges due to Distribution of Axle Loads through Track

Figure 15

Maximum acceleration of the eight example bridges. (a) Span = 8∼12 m (ML model), (b) span = 16∼20 m (ML model), (c) span = 8∼12 m (VBI model), and (d) span = 16∼20 m (VBI model).

(a)

(b)

(c)

(d)