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

<div>Comparison between different suggested values of deflection amplification factor for 3-storey model (<i>T</i> = 0.02∼0.03)<i>H</i>: (a) <i>μ</i> = 2.0 and (b) <i>μ</i> = 4.0.</div>

Advances in Materials Science and Engineering

fig19

Figure 19

Figure 19: Estimation of Inelastic Interstorey Drift for OSB/Gypsum Sheathed Cold-Formed Steel Structures under Collapse Level Earthquakes 