Research Article
Investigation on Seismic Performance of Bidirectional Self-Centering Reinforced Concrete Frame Structures by Shaking Table Tests
Table 7
Summary of ground motion parameters.
| | Earthquake name | Year | Station | Magnitude | Record components | PGA (g) | Category |
| | San Fernando | 1971 | Castaic-Old Ridge Route | 6.61 | RSN57_SFERN_ORR021 | 0.320 | II/FF | | RSN57_SFERN_ORR291 | 0.275 |
| | Parkfield-02_CA | 2004 | Vineyard Canyon | 6.0 | RSN4074_PARK2004_VINEY-90 | 0.188 | II/NF | | RSN4074_PARK2004_VINEY360 | 0.261 |
| | Wenchuan | 2008 | 051WCW (Wolong) | 8.0 | 051WCW080512142801-EW | 0.958 | III/FF | | 051WCW080512142802-NS | 0.653 |
| | Morgan Hill | 1984 | Foster City-APEEL 1 | 6.19 | RSN452_MORGAN_A01040 | 0.043 | IV/FF | | RSN452_MORGAN_A01310 | 0.065 |
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San Fernando, Parkfield-02_CA, Wenchuan, and Morgan Hill earthquakes are denoted by “SF,” “PA,” “WE,” and “MH,” respectively.
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