Shock and Vibration / 2020 / Article / Fig 10

Research Article

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)

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