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

Figure 14

value graph when force ranges (a) from 4,500 N to 4,800 N with  = 19.47209 rad/s, (b) from 4,900 N to 5,600 N with  = 18.55288 rad/s, (c) from 7,200 N to 8,000 N with  = 15.7784 rad/s, (d) from 8,100 N to 9,000 N with  = 15.39646 rad/s, (e) from 9,100 N to 10,000 N with  = 15.06402 rad/s, and (f) from 9,100 N to 10,000 N with  = 15.06402 rad/s.

(a)

(b)

(c)

(d)

(e)

(f)