Research Article
Insights into Optimal Schemes of Radial Network Arch Pedestrian Bridge
Figure 13
Distribution of mass between arch, girder, and hangers Ma, , Mh and the number of sections n: (a), (c), (e)—at variable angles α and β; (b), (d), (f)—at constant angles α and β.
| (a) |
| (b) |
| (c) |
| (d) |
| (e) |
| (f) |