Evaluating the Dynamic Response of the Bridge-Vehicle System considering Random Road Roughness Based on the Moment Method

Figure 11

IMF under different cases: (a) 20 m span; (b) 22.5 m span; (c) 25 m span; (d) 27.5 m span; (e) 30 m span.

(a)

(b)

(c)

(d)

(e)