Research Article
Finite-Element Simulation on NPGCS Precast Shear Wall Spatial Structure Model
Table 1
Sizes and reinforcements in NPGCS spatial model components (mm).
| Component number | Component name | Component sizes (height × width × thickness) | Vertical steels | Horizontal steels/confinement steels |
| QZ-1 | Flange of T-section shear wall | 1190 × 400 × 100 | 12C6 mm | A6@100 mm | QZ-2 | Web of T-section shear wall | 1340 × 850 × 100 | 8C6 + 10A6 mm | A6@100 mm | DZ-1/2 | Experimental loading base | 2390 × 900 × 350 | 36C4 mm | C8@50 mm | LL-1 | Longitudinal superposed connecting beam | 150 × 100 × 920 | 3C8 mm | C6@50 mm | LL-2 | Inside transverse superposed connecting beam | 100 × 100 × 970 | 3C12 mm | C6@50 mm | LL-3 | Outside transverse superposed connecting beam | 100 × 200 × 1270 | 3C12 mm | C6@50 mm | DB-1/2 | Superposed slab | 50 × 945 × 1270 | A6@100 mm | A6@100 mm |
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