Shock and Vibration / 2020 / Article / Fig 17

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 17

DLAs of the different suspenders: (a)  = 5 m/s; (b)  = 40 m/s.
(a)
(b)

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