Research Article
Dynamic Response Analysis of Cable of Submerged Floating Tunnel under Hydrodynamic Force and Earthquake
Table 2
Site classifications of earthquake records used for this study.
| Ground motion | Site classifications | Site condition | Time duration (s) | Time interval (s) |
| Artificial earthquake | A/B | Rock | 30 | 0.02 | El Centro earthquake in the EW direction | C | Very dense hard soil and soft rock | 30 | 0.02 | Taft Kern County (Taft for short) earthquake in the N21E direction | D | Stiff to very stiff soil | 30 | 0.02 | Loma Prieta Oakland outer wharf (Loma for short) earthquake | E | Soft soil | 30 | 0.02 |
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