Analytical Analysis of Seismic Behavior of Cold-Formed Steel Frames with Strap Brace and Sheathings Plates

Table 5

Comparison of results, experimental and analytical.

Specimen	Analysis results of sheeting walls (3.60 m × 2.44 m)
	Experimental [9]	Analytical
Lateral resistance (kN)	78.76	74.93
Difference percent of resistance	5%
Maximum lateral drift (%)	0.175	0.184
Difference percent of drift	5%