Experimental Investigation of Steel Plate Shear Walls under Shear-Compression Interaction

Table 2

Characteristic results [16].

Specimen	Positive loading						Negative loading
	Fmax	δmax	Fy	δy	Fyi	δyi	Fmax	δmax	Fy	δy	Fyi	δyi
A	334.0	18.32	257.2	5.91	80.0	0.93	334.5	20.15	246.0	6.1	80.0	0.86
B	320.5	16.65	247.2	6.53	102.2	0.95	318.8	18.03	265.3	6.21	100.9	0.99
C	230.9	8.10	197.3	4.7	55.5	0.63	239.0	6.94	190.6	4.63	50.9	0.64
D	146.9	3.49	146.9	3.49	51.4	0.89	190.5	5.73	151.3	3.83	50.3	0.81