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.

SiteSite typeShear-wave velocity (m/s)Characteristic period ()

Site Irock0.35s
Site IImedium-hard soil0.45s
Site IIImedium-soft soil0.65s
Site IVsoft soil0.90s