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

Table 9

The evaluated seismic parameters of braced walls.

Specimen	1-side				2-side
	𝜇	𝑅𝑑	𝑅𝑜	𝑅	𝜇	𝑅𝑑	𝑅𝑜	𝑅
B	2.08	1.78	1.05	1.87	2.25	1.87	1.68	3.14
C	1.77	1.59	1.16	1.85	1.96	1.71	1.77	3.02
D	2.97	2.22	1.00	2.22	3.08	2.27	1.00	2.27
E	2.36	1.93	1.00	1.93	2.50	2.00	1.25	2.50
F	2.30	1.89	1.00	1.89	2.42	1.96	1.45	2.84
G	2.74	2.13	1.00	2.13	2.85	2.17	1.00	2.17
H	3.26	2.35	1.00	2.35	3.36	2.39	1.00	2.39
I	2.52	2.01	1.00	2.01	2.62	2.06	1.07	2.20