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