Lateral Seismic Response and Self-Centering Performance of a Long-Span Railway Continuous Beam-Arch Bridge

<div>The relationship between self-centering force ratio and displacement, residual displacement of braces: (a) displacement; (b) residual displacement.</div>

Shock and Vibration

fig15

Figure 15

Figure 15: Lateral Seismic Response and Self-Centering Performance of a Long-Span Railway Continuous Beam-Arch Bridge 