Research Article
The Effect of Shear Sliding of Vertical Contraction Joints on Seismic Response of High Arch Dams with Fine Finite Element Model
Table 1
Parallel computation test value.
| Number of slave processors | Running time (h) | Speedup | Parallel efficiency (%) |
| 1 | 1313.1 (54d17.1 h) | 1.00 | 100 | 2 | 691.1 | 1.90 | 95 | 5 | 303.0 | 4.33 | 87 | 11 | 161.6 | 8.13 | 74 | 23 | 93.5 | 14.04 | 61 | 47 | 58.3 | 22.52 | 48 | 95 | 40.5 | 32.40 | 34 |
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