Seismic Performance of a New Slurry-Anchored Connected Precast Concrete Shear Walls with Vertical Reinforcement

Table 4

Design parameters of each finite element piece.

Specimen	Axial compression ratio	Aspect ratio	Concrete strength	Vertical connection diameter of steel bar (mm)
FW1	0.1	2.01	C35	16
FW3	0.2	2.01	C35	16
FW4	0.3	2.01	C35	16
FW5	0.4	2.01	C35	16
FW6	0.5	2.01	C35	16
FW7	0.1	1.42	C35	16
FW8	0.1	1.6	C35	16
FW9	0.1	1.78	C35	16
FW10	0.1	2.25	C35	16
FW11	0.1	2.42	C35	16
FW12	0.1	2.01	C40	16
FW13	0.1	2.01	C45	16
FW14	0.1	2.01	C50	16
FW15	0.1	2.01	C35	12
FW16	0.1	2.01	C35	14
FW17	0.1	2.01	C35	18