Seismic Behavior of the Removable Links in Eccentrically Braced Frames with Semirigid Connections

<div>Test model. (1) Floor and reaction wall; (2) reaction frame; (3) 2 × 2000 kN actuator; (4) 1000 kN actuator; (5) columns support; (6) loading plate; (7) column base bearing; (8) test specimen; (9) support truss; (10) lateral supports.</div>

Advances in Civil Engineering

fig4

Figure 4

Figure 4: Seismic Behavior of the Removable Links in Eccentrically Braced Frames with Semirigid Connections 