Research Article
Damage Detection in Different Types of 3D Asymmetric Buildings Using Vibration Characteristics
Table 3
Damage scenarios of 10-storey setback building.
| Scenarios | D1 | D2 | D3 | D4 | D5 |
| Damaged element no. | 269 (column) | 151 (beam) | 227 (beam) and 315 (column) | 151 (beam) and 227 (beam) | 151 (beam), 227 (beam), and 315 (column) | Stiffness reduction rate (%) | 10 | 5 | 10 and 30 | 5 and 10 | 10, 20, and 30 |
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