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 3
Component drawings (unit: cm): (a) arch rib; (b) longitudinal beam; (c) transverse beam; and (d) details of wind bracing.
(a) |
(b) |
(c) |
(d) |