Impact of Wall Configurations on Seismic Fragility of Steel-Sheathed Cold-Formed Steel-Framed Buildings

Table 2

Configurations of the tested single-bay single-story steel-sheathed CFSF walls.

Specimen	Sheathing thickness (mm)	Fastener spacing (mm)	Scaling factor	PGA (g)	Rayleigh damping
ST 1-a	0.76	150/300	2.8	0.70	5.0%
ST 1-b	0.76	100/300	3.5	0.88	6.0%
ST 1-c	0.76	50/300	4.0	1.00	7.5%
ST 1-d	0.46	150/300	1.8	0.45	6.5%