Research Article
Analysis of Seismic Response of the Arch Bridge across Reservoir considering Fluid-Solid Coupling Effect
Table 3
The relation of R and submerged depth at L/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 | 0 | 0 | 0.081 | 0.081 | 0.081 | | 2/8 | 0.487 | 0.378 | 0.270 | 0.378 | 1.352 | 0.487 | | 3/8 | 1.541 | 1.432 | ā0.081 | 0.892 | 0.676 | 1.865 | | 4/8 | 0.541 | 2.594 | 0.000 | 1.189 | 2.270 | 2.811 | | 5/8 | 4.946 | 4.405 | 3.432 | 1.054 | 4.189 | 4.514 | | 6/8 | 16.054 | 6.216 | 15.729 | 6.216 | 13.027 | 6.432 | | 7/8 | 40.026 | 5.756 | 20.135 | 14.405 | 51.378 | 17.000 | | 8/8 | 55.243 | 7.351 | 7.892 | 31.027 | 50.810 | 27.676 |
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