Research Article
Analysis of Seismic Response of the Arch Bridge across Reservoir considering Fluid-Solid Coupling Effect
Table 10
The relation of R and submerged depth at the vault section.
| 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 | 0.037 | 0.037 | ā0.257 | 0.037 | 0.037 | 0.037 | 2/8 | 2.720 | 0.956 | 0.956 | 0.368 | 2.133 | 0.662 | 3/8 | 10.111 | 1.875 | 2.463 | 1.581 | 2.463 | 2.169 | 4/8 | 20.736 | 2.500 | 4.265 | 1.618 | 4.853 | 4.265 | 5/8 | 16.067 | 3.714 | 6.361 | 1.654 | 6.949 | 6.655 | 6/8 | 12.868 | 4.338 | 9.926 | 5.809 | 5.221 | 5.809 | 7/8 | 24.376 | 17.905 | 9.963 | 30.551 | 13.198 | 30.846 | 8/8 | 85.294 | 20.588 | 49.412 | 169.411 | 44.117 | 38.529 |
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