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

Table 3

Characteristic value of specimens.

Specimen	Cracking		Yield			Ultimate load			Ductility factor
	(kN)	(mm)	(kN)	(mm)		(kN)	(mm)
CW1	200	6.95	320	15	1/227	580	90	1/38	6
FW1	200	10	340	18.5	1/184	605	92.5	1/37	5
FW2	200	10.1	320	17.8	1/191	598	106.8	1/32	6