Research Article
A Displacement Frequency Response Function-Based Approach for Locating Damage to Building Structures
Table 3
Damage scenarios of the experimental example.
| | Case | Damage location | External excitation |
| | Dam50_1F | The 1st floor | The Chi-Chi earthquake with PGA = 50 gal | | Dam100_1F | The 1st floor | The Chi-Chi earthquake with PGA = 100 gal | | Dam50_1F&3F | The 1st and the 3rd floors | The Chi-Chi earthquake with PGA = 50 gal | | Dam100_1F&3F | The 1st and the 3rd floors | The Chi-Chi earthquake with PGA = 100 gal | | Dam200_1F&3F | The 1st and the 3rd floors | The Chi-Chi earthquake with PGA = 200 gal | | Dam500_1F&3F | The 1st and the 3rd floors | The Chi-Chi earthquake with PGA = 500 gal | | Dam1200_1F&3F | The 1st and the 3rd floors | The Chi-Chi earthquake with PGA = 1200 gal |
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