Research Article
Analysis of Seismic Response of the Arch Bridge across Reservoir considering Fluid-Solid Coupling Effect
Table 5
The relation of R and submerged depth at 3L/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 | −0.391 | −0.391 | −0.391 | −0.391 | −0.391 | −0.782 | 2/8 | 0.391 | 0.000 | 0.391 | 0.000 | 0.000 | 0.391 | 3/8 | 5.869 | 1.174 | 1.956 | 1.174 | 0.782 | 1.956 | 4/8 | 8.998 | 3.912 | 6.651 | 1.956 | 4.304 | 2.739 | 5/8 | 10.955 | 6.651 | 19.953 | 1.956 | 3.130 | 206.182 | 6/8 | 36.385 | 212.050 | 1.956 | 4.304 | 36.776 | 200.313 | 7/8 | 56.729 | 222.222 | 8.216 | 24.648 | 40.297 | 221.831 | 8/8 | 3.521 | 222.613 | 24.648 | 32.864 | 19.171 | 226.526 |
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