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

<div>Time-history energy response of the restoring force of the member and the damping of the structure to the in-plane (X) direction component. (a) 1 m wall depth (λE = 7.4). (b) 0.4 m wall depth (λE = 7.6). (c) 1 m wall depth (λE = 9.4). RE = restoring force energy; DE = damping energy.</div>

Advances in Civil Engineering

fig15

Figure 15

Figure 15: Earthquake Response Control of Double-Layer Truss Walls by means of Innovative Fuse Connections 