Relationship between the Dynamic Parameters of a Structure’s Vibration Process and the Loading Model Moving on a Bridge

Figure 16

The diagram of the maximum value, when the velocity changes corresponding to (a) from 4,500 N to 4,800 N, (b) from 4,900 N to 5,600 N, (c) from 7,200 N to 8,000 N, (d) from 8,100 N to 9,000 N, and (e) from 9,100 N to 10,000 N.

(a)

(b)

(c)

(d)

(e)