Shock and Vibration / 2020 / Article / Fig 9

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 9

Dynamic responses (, pavement roughness is the average): (a) displacement of G; (b) displacement of G1; (c) moment of G6; (d) displacement of R; (e) moment of R; (f) axial force of R; (g) axial force of S1; (h) axial force of S3; (i) axial force of S5; (j) axial force of S7.

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