Research Article
Seismic Safety Design and Analysis of Hydraulic Sluice Chamber Structure Based on Finite Element Method
Table 5
Calculation and analysis table of anti-sliding stability of gate chamber structure superimposed by dynamic and static state.
| Working condition | Vertical load under static condition | Horizontal load under static condition | Horizontal seismic inertia | Friction coefficient | Anti-skid stability factor | Canonical value |
| Horizontal seismic inertial force upstream | 25197.52 | 964.93 | ā2863.72 | 0.35 | 4.64 | 1.10 |
| Horizontal seismic inertial force downstream | 25197.52 | 964.93 | 2863.72 | 0.35 | 2.30 | 1.10 |
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