Research Article
Damage Detection and Quantification Using Transmissibility Coherence Analysis
Table 3
Structural state condition.
| Label | State condition | Case description |
| State #1 | Undamaged | Baseline condition | State #2 | Undamaged | Added mass (1.2 Kg) at the base | State #3 | Undamaged | Added mass (1.2 Kg) at the first floor | State #4 | Undamaged | Stiffness reduction in column 1BD | State #5 | Undamaged | Stiffness reduction in columns 1AD and 1BD | State #6 | Undamaged | Stiffness reduction in column 2BD |
State #7 | Undamaged | Stiffness reduction in columns 2AD and 2 BD | State #8 | Undamaged | Stiffness reduction in column 3BD | State #9 | Undamaged | Stiffness reduction in columns 3 AD and 3 BD | State #10 | Damaged | Gap (0.2 mm) | State #11 | Damaged | Gap (0.15 mm) | State #12 | Damaged | Gap (0.13 mm) | State #13 | Damaged | Gap (0.10 mm) | State #14 | Damaged | Gap (0.05 mm) | State #15 | Damaged | Gap (0.2 mm) and mass (1.2 Kg) at the base | State #16 | Damaged | Gap (0.2 mm) and mass (1.2 Kg) on the 1st floor | State #17 | Damaged | Gap (0.1 mm) and mass (1.2 Kg) on the 1st floor |
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