Research Article
Seismic Performance Evaluation of Typical Piers of China’s High-Speed Railway Bridge Line Using Pushover Analysis
Table 1
The site types in Chinese code.
| Site | Site type | Shear-wave velocity (m/s) | Characteristic period () |
| Site I | rock | | 0.35s | Site II | medium-hard soil | | 0.45s | Site III | medium-soft soil | | 0.65s | Site IV | soft soil | | 0.90s |
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