Numerical Investigation of the Characteristics of the Dynamic Load Allowance in a Concrete-Filled Steel Tube Arch Bridge Subjected to Moving Vehicles

Figure 10

DLAs for the displacement of different components with various pavement roughnesses: (a) very good; (b) good; (c) average; (d) poor; (e) very poor.

(a)

(b)

(c)

(d)

(e)