Experimental Study on Seismic Performance of Fabricated Steel Foamed Concrete T-Shaped Wallboard

Table 4

Load eigenvalue table for specimens.

Loading direction		Yield point		Peak value point		Ultimate point
Specimen	Direction	(kN)	(mm)	(kN)	(mm)	(kN)	(mm)
T-1	Positive	82.7	8.4	98.3	20	83.6	34
	Negative	234.9	30.6	241.9	35	205.6	38.2
T-2	Positive	70.1	7.6	79.1	19.45	67.2	35.2
	Negative	205.6	26.9	214.5	30	182.3	32