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

Table 4

Equivalent bifurcation moment-curvature relationship of bridge pier section.

	Equivalent yield		Equivalent limit
	Curvature (rad/m)	Bending moment (kN • m)	Curvature (rad/m)	Bending moment (kN • m)
Longitudinal	0.002310	5051	0.04705	6142
Lateral	0.002310	5051	0.04705	6142