Abstract
Forty-nine groups of magnitudes of mainshock and aftershock are chosen and the relationships bewteen magnitudes of mainshock are obtained by statistical methods. Then, to meet the needs of seismic analysis and design, the method determining the history of mainshock and aftershock ground motion is given. The random process models of earthquake ground motion for mainshock and aftershock are established and the parameters in these models are determined. -from English summary
| Original language | English |
|---|---|
| Pages (from-to) | 28-35 |
| Number of pages | 8 |
| Journal | Earthquake Engineering and Engineering Vibration |
| Volume | 13 |
| Issue number | 3 |
| State | Published - 2014 |
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