Numerical Theoretical Study on Mechanical Properties of New Reinforced Tenon Precast Shear Walls

Table 3

Strength characteristics of four specimens at different stages.

Specimen	Axial load	Yield stage		Peak stage		Ultimate stage		Ultimate drift ratio
		(kN)	(mm)	(kN)	(mm)	(kN)	(mm)
SW1	567.8	481.0	8.5	598.7	12.5	493.9	42.2	1/60
TSW1	567.8	827.6	6.5	1006.0	12.5	855.0	53.8	1/32
TSW2	567.8	526.3	8.5	634.7	12.5	539.5	47.7	1/53
TSW3	567.8	438.0	13.4	554.5	37.4	470.9	67.0	1/51

is the horizontal yield load; is the horizontal peak load; is the horizontal ultimate load; is the yield lateral displacement; is the peak lateral displacement; is the failure lateral displacement.