Analysis of Seismic Response of the Arch Bridge across Reservoir considering Fluid-Solid Coupling Effect

Table 2

The relation of R and submerged depth at arch foot.

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	0	0
2/8	0.375	0.375	0.375	0.187	1.124	0.562
3/8	1.685	1.498	2.996	0	3.184	1.685
4/8	8.240	3.371	10.112	0.187	−0.375	3.371
5/8	26.217	5.805	22.472	0.187	6.929	5.618
6/8	35.955	8.052	29.026	9.363	28.839	8.802
7/8	88.389	4.119	24.345	10.487	46.629	21.161
8/8	49.438	10.487	43.633	32.209	38.015	35.393