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

Table 4

Comparison of results, experimental and analytical.

Specimen	Analysis results of lateral braced walls (2.44 m × 2.44 m)
	Experimental [13]	Analytical
Lateral resistance (kN)	103.40	108.17
Difference percent of resistance	4.60%
Maximum lateral drift (%)	1.70	1.78
Difference percent of drift	4.70%