Estimation of Inelastic Interstorey Drift for OSB/Gypsum Sheathed Cold-Formed Steel Structures under Collapse Level Earthquakes

Figure 10

Normalized spectral acceleration for four ground sites. (a) Ground site, I (b) ground site II, (c) ground site III, and (d) ground site IV.

(a)

(b)

(c)

(d)