Research Article
Analysis of Traveling Wave and Combined Site Effect of Long-Span Upper-Bearing Concrete-Filled Steel Tubular Arch Bridge
Figure 6
Axial force ratio diagram of chord excited by traveling wave in X direction: (a) upper chord (Nmax); (b) lower chord (Nmax); (c) upper chord (Nmin); (d) lower chord (Nmin).
| (a) |
| (b) |
| (c) |
| (d) |