Research Article
The Moment-Independent Importance Analysis of Structural Seismic Requirements Based on Orthogonal Polynomial Estimation
| Ground motion records | Serial number | Time of occurrence | Magnitude | PGA |
| Friuli_Italy-02 | RSN130 | 1976 | 5.9 | 0.110 g | Big Bear-01 | RSN902 | 1992 | 6.5 | 0.225 g | Northridge-01 | RSN1083 | 1994 | 6.7 | 0.157 g | Northridge-01 | RSN947 | 1994 | 6.7 | 0.094 g | Imperial Valley-02 | RSN6 | 1940 | 7.0 | 0.281 g | Cape Mendocino | RSN3747 | 1992 | 7.0 | 0.176 g | TaiwanSMART1(45) | RSN578 | 1986 | 7.3 | 0.242 g |
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