Research Article
Seismic Fortification Analysis of the Guoduo Gravity Dam in Tibet, China
Table 6
The maximum equivalent plastic strain of the typical dam monoliths. (Analysis Cases 4–7).
| | | | Diversion dam monoliths (0 + 65.40) | Diversion dam monoliths (0 + 97.00) | Overflow dam monoliths (0 + 127.00) | The right dam monoliths (0 + 159.00) |
| | Case 4 | Working statues | Elastic |
| | Case 5 | The maximum equivalent plastic strain | | | | | | Location | Downstream surface |
| | Case 6 | The maximum plastic strain | | | | | | Location | Downstream surface |
| | Case 7 | The maximum plastic strain | | | | | | Location | Downstream surface |
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