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

Figure 11

Graph of deflection versus acceleration with load of (a)  = 4,600 N, (b)  = 4,900 N, (c)  = 5,600 N, (d)  = 8,000 N, (e)  = 10,00 N, and (f)  = 11,200 N, all enclosed with the change of velocity .

(a)

(b)

(c)

(d)

(e)

(f)