Earthquake Response Control of Double-Layer Truss Walls by means of Innovative Fuse Connections

<div>Relationship between stress and strain of the web member. (a) 1 m wall depth before the member buckling (<i>λ</i><sub>E</sub> = 7.4). (b) 0.4 m wall depth before the collapse (<i>λ</i><sub>E</sub> = 7.6).</div>

Advances in Civil Engineering

fig17

Figure 17

Figure 17: Earthquake Response Control of Double-Layer Truss Walls by means of Innovative Fuse Connections 