Research Article
A Displacement Frequency Response Function-Based Approach for Locating Damage to Building Structures
Table 2
Steel types of the six-story shear frame.
| Member | Steel type | Type | Number | Type | Size (mm) | Number |
| Slab | 8 | C 100 × 50 × 5 | Length: 1198 | 16 | C 100 × 50 × 5 | Length: 798 | 16 | Plate 1500 × 1100 × 20 | Length: 1500 Width: 1100 Thickness: 20 | 8 | Plate 150 × 150 × 50 | Length: 150 Width: 150 Thickness: 50 | 32 |
| Column | 32 | H 100 × 100 × 6 × 8 | Length: 1060 | 32 | Plate 1060 × 150 × 25 | Length: 1060 Width: 150 Thickness: 25 | 32 | Plate 150 × 150 × 25 | Length: 150 Width: 150 Thickness: 25 | 64 |
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