Study on Seismic Behavior of Steel Frame-Steel Shear Wall with Assembled Two-Side Connections

Table 3

Test results of specimen B.

Floor number	Loading direction	Ki (kN/mm)	Yield			Peak			Limit			Displacement ductility coefficient
			Py (kN)	Δy (mm)	Δy/h (%)	Pm (kN)	Δm (mm)	Δm/h (%)	Pu (kN)	Δu (mm)	Δu/h (%)
Global	Pull direction	25.1	346.6	13.75	0.50	736.75	110.24	4.01	736.75	110.24	4.01	8.02
	Push direction	30.3	376.08	13.78	0.50	720.44	82.39	3.00	718.32	106.69	3.88	7.74
First floor	Pull direction	57.3	346.17	6.14	0.47	736.13	43.90	3.38	736.13	43.90	3.38	7.15
	Push direction	62.3	377.44	7.69	0.59	720.44	41.96	3.23	719.54	50.82	3.91	6.61
Second floor	Pull direction	44.2	345.39	7.68	0.53	736.75	60.84	4.20	736.75	60.84	4.20	7.92
	Push direction	61.2	377.60	6.51	0.45	719.54	40.26	2.78	719.08	50.20	3.46	7.72