Shaking Table Test Study on the Earthquake Behavior of High-Speed Railway Bridge Pier with Rounded Rectangular Cross Section

<div>Acceleration time histories comparison under 0.45 g excitation: (a) in x direction; (b) in y direction. Fourier spectrum corresponding to (a). (d) Fourier spectrum corresponding to (b).</div>

Advances in Civil Engineering

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Figure 10

Figure 10: Shaking Table Test Study on the Earthquake Behavior of High-Speed Railway Bridge Pier with Rounded Rectangular Cross Section 