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 14
DLA for the vault section of the arch rib R: (a) DLA of the displacement; (b) DLA of the bending moment; (c) DLA of the axial force.
(a) |
(b) |
(c) |