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

<div>Force-displacement responses of various nonlinear elements of continuous beam-arch bridge under Landers earthquake motions: (a) shear key of abutment; (b) bearing; (c) pounding.</div>

Shock and Vibration

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Figure 11

Figure 11: Lateral Seismic Response and Self-Centering Performance of a Long-Span Railway Continuous Beam-Arch Bridge 