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
2/80.3910.0000.3910.0000.0000.391
3/85.8691.1741.9561.1740.7821.956
4/88.9983.9126.6511.9564.3042.739
5/810.9556.65119.9531.9563.130206.182
6/836.385212.0501.9564.30436.776200.313
7/856.729222.2228.21624.64840.297221.831
8/83.521222.61324.64832.86419.171226.526