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 processorsRunning time (h)SpeedupParallel efficiency (%)

11313.1 (54d17.1 h)1.00100
2691.11.9095
5303.04.3387
11161.68.1374
2393.514.0461
4758.322.5248
9540.532.4034