Research Article
Analysis of Seismic Response of the Arch Bridge across Reservoir considering Fluid-Solid Coupling Effect
Table 4
The relation of R and submerged depth at 2L/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 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | 2/8 | 2.867 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | | 3/8 | 11.470 | 1.434 | 1.792 | 1.434 | 2.509 | 1.434 | | 4/8 | 12.186 | 3.584 | 6.093 | 2.509 | 5.376 | 2.867 | | 5/8 | 11.111 | 5.735 | 17.921 | 2.151 | 5.376 | 4.301 | | 6/8 | 31.541 | 6.093 | 22.939 | 4.660 | 25.090 | 1.075 | | 7/8 | 108.961 | 7.168 | 49.104 | 18.280 | 103.584 | 22.939 | | 8/8 | 139.785 | 202.151 | 62.724 | 31.541 | 77.778 | 17.921 |
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