Research Article
Influence of Ground Motion Parameters on the Seismic Response of an Anchored Rock Slope
Table 3
Parameters of input waves under simulation conditions.
| | Case | Type | Amplitude (m·s−2) | Frequency (Hz) | Duration (s) |
| | 1–1 | Kobe | 1.0 | 1∼3 | 18 | | 1–2 | El Centro | 1.0 | 2∼4 | 18 | | 1–3/2–2/3–2/4–3 | Cosine | 1.0 | 2 | 18 | | 2–1 | Cosine | 0.5 | 2 | 6 | | 2–3 | Cosine | 1.5 | 2 | 6 | | 3–1 | Cosine | 1.0 | 1 | 6 | | 3–3 | Cosine | 1.0 | 4 | 6 | | 4–1 | Cosine | 1.0 | 2 | 6 | | 4–2 | Cosine | 1.0 | 2 | 12 |
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