Research Article
Analysis of Seismic Response of the Arch Bridge across Reservoir considering Fluid-Solid Coupling Effect
Table 8
The relation of R and submerged depth at 6L/16 of the arch.
| | Submerged depth (h/f) | Influence ratio (R%) | | sfs-48-w (My) | sfs-48-w (Mz) | san-ew (My) | san-ew (Mz) | Artificial wave (My) | Artificial wave (Mz) |
| | 1/8 | −0.425 | −0.425 | −0.425 | −0.425 | −0.425 | −0.425 | | 2/8 | 0.000 | 0.000 | 0.000 | 0.000 | 0.425 | 0.425 | | 3/8 | 2.126 | 1.276 | 1.701 | 1.276 | 0.850 | 1.701 | | 4/8 | 8.929 | 1.701 | 0.000 | 1.701 | 0.000 | 2.551 | | 5/8 | 9.354 | 3.827 | 5.527 | 2.126 | 5.102 | 5.527 | | 6/8 | 2.976 | 5.102 | 38.265 | 3.827 | 1.276 | 5.527 | | 7/8 | 14.881 | 20.408 | 39.116 | 18.708 | 24.235 | 24.660 | | 8/8 | 68.027 | 25.510 | 8.503 | 175.170 | 50.170 | 241.922 |
|
|
