Research Article
Seismic Fortification Analysis of the Guoduo Gravity Dam in Tibet, China
Figure 7
Principal stress of typical section under analysis Case 4 (unit: Pa).
| (a) Max. principal stress of cross-section |
| (b) Min. principal stress of cross-section |
| (c) Max. principal stress of cross-section |
| (d) Min. principal stress of cross-section |
| (e) Max. principal stress of cross-section |
| (f) Min. principal stress of cross-section |
| (g) Max. principal stress of cross-section |
| (h) Min. principal stress of cross-section |