Near-Fault Ground Motion Impacts on High-Speed Rail Large-Span Continuous Girder Bridge considering Pile-Soil Interaction

<div><i>A</i><sub>P</sub>/<i>V</i><sub>P</sub> values and seismic dynamic response. (a) Transverse displacement in the beam span. (b) Vertical displacement in the beam span.</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Near-Fault Ground Motion Impacts on High-Speed Rail Large-Span Continuous Girder Bridge considering Pile-Soil Interaction 