Seismic Behavior of Shear Connectors of Steel Vierendeel Sandwich Plate

Table 3

The measured value of bearing capacity, displacement, ductility coefficient, and final damage.

Specimen	Loading direction	Yield point		Ultimate point		Damage point
		Py/kN	/mm	Pu/kN	/mm	Pd/kN	/mm
T1	+	32.60	11.70	52.37	37.30	49.60	42.29	3.19	0.66
	-	28.47	12.32	52.20	37.26	49.61	42.24	3.02
T2	+	95.88	9.50	156.71	20.41	110.05	24.20	2.15	0.61
	-	92.33	9.48	162.67	22.41	135.97	24.39	2.36