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

<div>Displacement time-history curve of continuous beam-arch bridge (Imperial Valley): (a) displacement time-history curve of the girder and arch rib; (b) displacement time-history curve of the girder.</div>

Shock and Vibration

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Figure 8

Figure 8: Lateral Seismic Response and Self-Centering Performance of a Long-Span Railway Continuous Beam-Arch Bridge 