Research Article
Effects of Upstream Water Level on Dynamic Response of Earth Dam
Table 2
Dominant frequency and maximum amplitude obtained from centrifuge and FE analysis.
| Parameter | ā | ACC1 (g) | ACC2 (g) | ACC3 (g) | ACC4 (g) | ACC5 (g) | ACC6 (g) | ACC7 (g) | ACC8 (g) |
| Maximum Amplitude, g | Centrifuge | 0.099 | 0.125 | 0.070 | 0.005 | 0.109 | 0.086 | 0.076 | 0.109 | FE | 0.099 | 0.156 | 0.131 | 0.049 | 0.118 | 0.111 | 0.101 | 0.091 |
| Dominant | Centrifuge | 0.7 | 0.7 | 2.5~3.3 | 1.8~2.0 | 0.7 | 0.7 | 0.7 | 0.7 | Frequency, Hz | FE | 0.7 | 0.7 | 0.7 | 2.2~2.5 | 0.7 | 0.7 | 0.7 | 0.7 |
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PS: ACC1 is input motion, ACC4 is vertical acceleration, and the rest are horizontal acceleration.
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