Research Article
Lateral Seismic Fragility Assessment of Cable-Stayed Bridge with Diamond-Shaped Concrete Pylons
Table 1
Selected ground motion records from PEER database.
| No. | Magnitude | Year | Earthquake event | Station | Motions component | PGA (g) |
| 1 | 6.53 | 1979 | Imperial Valley-06 | Cerro Prieto | IMPVALL.H_H-CPE147 | 0.168 | 2 | 6.93 | 1989 | Loma Prieta | Coyote Lake Dam | LOMAP_CYC195 | 0.152 | 3 | 7.01 | 1992 | Cape Mendocino | Fortuna-Fortuna Blvd | CAPEMEND_FOR000 | 0.117 | 4 | 7.28 | 1992 | Landers | Joshua Tree | LANDERS_JOS000 | 0.274 | 5 | 6.69 | 1994 | Northridge-01 | Sunland-Mt Gleason | NORTHR_GLE170 | 0.133 | 6 | 7.01 | 1992 | Cape Mendocino | Loleta Fire Station | CAPEMEND_LFS270 | 0.265 | 7 | 7.37 | 1990 | Manjil_Iran | Abbar | MANJIL_ABBARL | 0.515 | 8 | 6.8 | 2007 | Chuetsu-oki_Japan | Joetsu Ogataku | CHUETSU_65011NS | 0.322 | 9 | 6.8 | 2007 | Chuetsu-oki_Japan | NIG019 | CHUETSU_NIG019NS | 0.396 | 10 | 6.9 | 2008 | Iwate_Japan | Tamati Ono | IWATE_54009NS | 0.285 |
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