Research Article
Evaluation of 3D Nonlinear Earthquake Behaviour of the Ilısu CFR Dam under Far-Fault Ground Motions
Table 2
Properties of the far-fault earthquakes.
| Case | Earthquake | Time interval | Duration (sec) | Ap/Vp |
| Case 1 | Borrego Springs | 0.005 | 42 | 4.7 | Case 2 | Northern California | 0.005 | 15 | 16.7 | Case 3 | Italy Conegliano | 0.005 | 32 | 13.6 | Case 4 | Kobe | 0.02 | 30 | 9.93 | Case 5 | Kocaeli | 0.005 | 28 | 7.5 | Case 6 | Morgan | 0.005 | 24 | 23.6 | Case 7 | San Fernando | 0.01 | 15 | 18.5 |
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