Numerical Evaluation of the Behavior of Steel Frames with Gypsum Board Infill Walls

Figure 10

Formation of the compressive struts. (a) M-1.8m-IPE140. (b) M-2.9m-IPE140. (c) M-4.0m-IPE140. (d) M-1.8m-IPE180. (e) M-2.9m-IPE180. (f) M-4.0m-IPE180. (g) M-1.8m-IPE220. (h) M-2.9m-IPE220. (i) M-4.0m-IPE220.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)