Research Article
Seismic Behavior of a Novel Buckling-Restrained Steel Plate Shear Wall
Table 10
Details of FE models (aspect ratio).
| | 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 2-1 | 450 | 900 | 3 | 300 | 0.5 | 45 | 10 | | Model 2-2 | 900 | 900 | 3 | 300 | 1.0 | 45 | 10 | | Model 2-3 | 1350 | 900 | 3 | 300 | 1.5 | 45 | 10 | | Model 2-4 | 1800 | 900 | 3 | 300 | 2.0 | 45 | 10 |
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