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

Figure 3

Time-history curves of the comparison of two models considering pile-soil interaction and without interaction: (a) Loma Prieta 1989 lateral displacement of beams in span under earthquake action; (b) Hector Mine 1999 Vertical mid-span displacement of beams under seismic action; (c) Kocaeli Turkey 1999 transverse acceleration in the span of a beam under seismic action.

(a)

(b)

(c)