Research Article
Seismic Behavior of a Novel Buckling-Restrained Steel Plate Shear Wall
Table 11
Details of FE models (concrete slab 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 3-1 | 900 | 900 | 3 | 300 | 1.0 | 15 | 10 | | Model 3-2 | 900 | 900 | 3 | 300 | 1.0 | 30 | 10 | | Model 3-3 | 900 | 900 | 3 | 300 | 1.0 | 45 | 10 | | Model 3-4 | 900 | 900 | 3 | 300 | 1.0 | 60 | 10 | | Model 3-5 | 900 | 900 | 3 | 300 | 1.0 | 75 | 10 | | Model 3-6 | 900 | 900 | 3 | 300 | 1.0 | 90 | 10 |
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