Research Article
Analysis of Seismic Response of the Arch Bridge across Reservoir considering Fluid-Solid Coupling Effect
Table 1
Seismic wave parameters adjustment table.
| | Seismic waves | Basic cycle 10 times | Site characterization cycle | Seismic wave characteristic period (s) | Duration | EPA for waves | Reaction spectrum Smax (g) | Reaction spectrum Smax/2.25 (g) | Peak adjustment factor |
| | TH3TG035sfs-48-w (1987) | 8.16 | 0.40 | 0.39 | 9.36 | 0.38 | 0.29 | 0.13 | 0.35 | | TH15TG035san-ew (1985) | 8.16 | 0.40 | 0.42 | 41.20 | 0.32 | 0.29 | 0.13 | 0.41 | | Artificial wave | 8.16 | 0.40 | 0.44 | 9.95 | 0.68 | 0.29 | 0.13 | 0.19 |
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