Table 1 Strong component of CDMG suite of earthquakes.
From: Selection of seismic isolation system parameters for the near-optimal design of structures
Earthquake | Station | Component | PGA (g) | PGV (cm/s) | PGD (cm) |
|---|---|---|---|---|---|
El Centro 1979 | Array#6 | \(230^o\) | 0.436 | 108.709 | 55.165 |
Loma Prieta 1989 | Hollister | \(0^o\) | 0.369 | 62.779 | 30.176 |
Loma Prieta 1989 | Lexington dam | \(0^o\) | 0.442 | 84.434 | 14.673 |
Landers 1992 | Lucerne valley | Long. | 0.703 | 25.718 | 8.824 |
Northridge 1994 | Newhall | \(360^o\) | 0.589 | 94.719 | 30.474 |
Petrolia 1992 | Petrolia | \(90^o\) | 0.662 | 89.454 | 30.577 |
Northridge 1994 | Sylmar | \(360^o\) | 0.843 | 128.884 | 32.550 |
Landers 1992 | Yermo | \(270^o\) | 0.245 | 50.812 | 41.275 |
