Research Article
Constant Ductility Site-Specific Yield Point Spectra for Seismic Design
Table 1
Selected ground motions in this study.
| Earthquake name | Time | Moment magnitude, Mw | Number of ground motions |
| Cape Mendocino | 1992 | 7.1 | 10 | Chi-Chi | 1999 | 7.6 | 91 | Coalinga | 1983 | 6.5 | 14 | Duzce | 1999 | 7.3 | 33 | Imperial Valley | 1979 | 6.9 | 35 | Kern County | 1952 | 7.7 | 10 | Kobe | 1995 | 7.2 | 11 | Kocaeli | 1999 | 7.8 | 39 | Landers | 1992 | 7.4 | 63 | Loma Prieta | 1989 | 7.1 | 58 | Morgan Hill | 1984 | 6.1 | 34 | Northridge | 1986 | 6.7 | 63 | Palm Springs | 1986 | 6.0 | 22 | San Fernando | 1971 | 6.6 | 25 | Wenchuan | 2008 | 8.0 | 88 | Lijiang | 1996 | 7.0 | 5 |
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