Research Article
Seismic Behavior of a Novel Buckling-Restrained Steel Plate Shear Wall
Table 5
Components of BRSPSW specimen.
| | No. | Component | | Section (mm) | Length (mm) | Quantity |
| | 1 | Connecting plate | | 200 × 20 | 900 | 2 | | 2 | Fish plate | | 80 × 20 | 880 | 4 | | 3 | Angle steel stiffener | Side for stiffening | 50 × 10 | 920 | 4 | | Side for connecting | 90 × 10 | 760 | 4 | | 4 | Infilled plate | | 920 × 3 | 900 | 1 | | 5 | Concrete slab | C30 | 820 × 740 × 45 | 2 | | 6 | High-strength bolt-B1 | | Grade 8.8 M20 × 150 | 20 | | 7 | High-strength bolt-B2 | | Grade 8.8 M20 × 80 | 22 |
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