Research Article
Oblique Incidence of Seismic Wave Reflecting Two Components of Design Ground Motion
Table 5
Dynamic displacement extremums of the dam (unit: cm).
| | Location | Direction | Incidence schemes | | Scheme 1 | Scheme 2 | Scheme 3 |
| | Upstream crest | Horizontal | 7.6 | 9.2 | 9.2 | | Vertical | 2.8 | 5.1 | 5.2 | | Downstream crest | Horizontal | 7.6 | 9.2 | 9.2 | | Vertical | 2.6 | 4.9 | 5.1 | | Upstream toe | Horizontal | 3.0 | 4.6 | 4.7 | | Vertical | 1.6 | 3.4 | 3.4 | | Downstream toe | Horizontal | 2.9 | 4.6 | 4.6 | | Vertical | 1.6 | 3.4 | 3.4 |
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