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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