Research Article
Determination of Damage in Reinforced Concrete Frames with Shear Walls Using Self-Organizing Feature Map
Table 3
Seismic characteristics used in the study [
2,
16].
| Number | Peak ground acceleration (PGA) | Earthquake name | Station |
| 1 | 0.254 | Imperial Valley 1979 | Chihuahua | 2 | 0.27 | Imperial Valley 1979 | Chihuahua | 3 | 0.231 | Northridge 1994 | Hollywood Storage | 4 | 0.145 | San Fernando 1971 | Lake Hughes #1 | 5 | 0.210 | San Fernando 1971 | Hollywood Stor Lot | 6 | 0.134 | Superstition Hills 1987 | Wildlife LiquefactionArrey | 7 | 0.134 | Superstition Hills 1987 | Wildlife iquefaction Arrey | 8 | 0.119 | Superstition Hills 1987 | Salton Sea Wildlife Refuge | 9 | 0.186 | Superstition Hills 1987 | Plaster City | 10 | 0.247 | Superstition Hills 1987 | Calipatria Fire Station | 11 | 0.135 | Landers 1992 | Barstow | 12 | 0.385 | Cape Mendocino 1992 | Rio Dell Overpass | 13 | 0.549 | Cape Mendocino 1992 | Rio Dell Overpass | 14 | 0.164 | Coalinga 1983 | Parkfield-Fault Zone 3 | 15 | 0.126 | Whittier Narrows 1987 | Beverly Hills | 16 | 0.239 | Northridge, 1994 | LA, Baldwin Hills | 17 | 0.143 | Imperial Valley, 1979 | El Centro Array #12 | 18 | 0.240 | Loma Prieta, 1989 | Anderson Dam Downstream | 19 | 0.247 | Loma Prieta, 1989 | Anderson Dam Downstream | 20 | 0.159 | Loma Prieta, 1989 | Agnews State Hospital | 21 | 0.244 | Loma Prieta, 1989 | Anderson Dam Downstream | 22 | 0.179 | Loma Prieta, 1989 | Coyote Lake Dam Downstream | 23 | 0.309 | Imperial Valley, 1979 | Cucapah | 24 | 0.207 | Loma Prieta, 1989 | Sunnyvale Colton Ave | 25 | 0.117 | Imperial Valley, 1979 | El Centro Array #13 | 26 | 0.074 | Imperial Valley, 1979 | Westmoreland Fire Station | 27 | 0.209 | Loma Prieta, 1989 | Sunnyvale Colton Ave | 28 | 0.139 | Imperial Valley, 1979 | El Centro Array #13 | 29 | 0.110 | Imperial Valley, 1979 | Westmoreland Fire Station | 30 | 0.269 | Loma Prieta, 1989 | Hollister Diff. Array |
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