Research Article
Seismic Damage Assessment of Steel Buildings considering Viscoelastic Dampers in Near-Field Earthquake
Table 3
Roof displacement values in centimeters for near-field records.
| Earthquake | 4-story frame | 8-story frame | 12-story frame | No damper | Damper | No damper | No damper | Damper | No damper |
| Landers | 32.4 | 18.0 | 48.6 | 67.2 | 302.8 | 55.8 | Parkfield | 25.2 | 12.0 | 76.8 | 58.6 | 136.8 | 61.2 | Loma prieta | 34.8 | 13.2 | 89.6 | 42.6 | 111.6 | 61.9 | Tabas | 18.0 | 8.6 | 39.7 | 30.4 | 122.4 | 36.0 | Kocaeli | 25.2 | 9.7 | 70.4 | 32.0 | 104.4 | 50.4 | Imperial valley | 14.4 | 6.5 | 60.5 | 18.6 | 33.5 | 18.4 | San fernando | 14.4 | 6.0 | 26.4 | 17.6 | 21.6 | 16.6 |
|
|