Research Article
Seismic Behavior of a Novel Buckling-Restrained Steel Plate Shear Wall
Table 12
Details of FE models (gap thickness).
| | FE model | Infilled steel plate | Slenderness ratio (λ = H/T) | Aspect ratio (L/H) | Concrete slab thickness (mm) | Gap thickness (mm) | | Width (L, mm) | Height (H, mm) | Thickness (T, mm) |
| | Model 4-1 | 900 | 900 | 3 | 300 | 1.0 | 45 | 5 | | Model 4-2 | 900 | 900 | 3 | 300 | 1.0 | 45 | 7.5 | | Model 4-3 | 900 | 900 | 3 | 300 | 1.0 | 45 | 10 | | Model 4-4 | 900 | 900 | 3 | 300 | 1.0 | 45 | 12.5 | | Model 4-5 | 900 | 900 | 3 | 300 | 1.0 | 45 | 15 | | Model 4-6 | 900 | 900 | 3 | 300 | 1.0 | 45 | 17.5 | | Model 4-7 | 900 | 900 | 3 | 300 | 1.0 | 45 | 20 | | Model 4-8 | 900 | 900 | 3 | 300 | 1.0 | 45 | 30 |
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