Investigation on the Design Method of Shear Strength and Lateral Stiffness of the Cold-Formed Steel Shear Wall

Figure 6

Failure modes of partial specimens. (a) Gypsum board. (b) Slippage of gypsum board. (c) OSB board. (d) Slippage of four panels. (e) Local buckling.

(a)

(b)

(c)

(d)

(e)