Shock and Vibration / 2020 / Article / Fig 12

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 12

DLAs in different locations of the main girder: (a) DLA of the displacement ( = 20 m/s); (b) DLA of the displacement ( = 30 m/s); (c) DLA of the bending moment ( = 20 m/s); (d) DLA of the bending moment ( = 30 m/s).
(a)
(b)
(c)
(d)

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