Analyzing Parametric Sensitivity on the Cyclic Behavior of Steel Shear Walls

Table 1

Variable parameters examined in the analysis (continued).

ST12 (shear plate)					ST37 (beam box and column box)
Num	Density (kg/m^3)	Elastic (GPa)	Plastic stress (kN/m^2)	Thickness (mm)	Density (kg/m^3)	Elastic (GPa)	Plastic stress (kN/m^2)
1	7850	0.2	182	1	7850	0.2	240
2	7850	0.25	182	1	7850	0.2	240
3	7850	0.15	182	1	7850	0.2	240
4	7850	0.2	227	1	7850	0.2	240
5	7850	0.2	136	1	7850	0.2	240
6	7850	0.2	182	1.25	7850	0.2	240
7	7850	0.2	182	0.75	7850	0.2	240
8	7850	0.2	182	1	7850	0.25	240
9	7850	0.2	182	1	7850	0.15	240
10	7850	0.2	182	1	7850	0.2	300
11	7850	0.2	182	1	7850	0.2	180