Research Article
Investigation of Time Series Representations and Similarity Measures for Structural Damage Pattern Recognition
Table 1
Description of progressive damage tests.
| | Test | Description |
| | Pattern 1 | No damage (missing/corrupted data) | | Pattern 2 | No damage, pier hinge added (baseline) | | Pattern 3 | Pier 3 settlement: 20 mm | | Pattern 4 | Pier 3 settlement: 40 mm | | Pattern 5 | Pier 3 settlement: 80 mm | | Pattern 6 | Pier 3 settlement: 95 mm | | Pattern 7 | Pier 3 foundation tilt | | Pattern 8 | No damage, pier 3 restored | | Pattern 9 | Concrete spalling: 12 m2 | | Pattern 10 | Concrete spalling: 24 m2 | | Pattern 11 | Landslide at abutment | | Pattern 12 | Concrete hinge failure | | Pattern 13 | Anchor head failure | | Pattern 14 | Anchor head failure | | Pattern 15 | Tendon wire failure (54/2) | | Pattern 16 | Tendon wire failure (100/4) |
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