Optimal Selection of Earthquake Resisting Schemes for Jakarta-Bandung High-Speed Railway

Table 4

Pier bottom internal forces under low-level earthquake.

Pier bottom internal force	Longitudinal earthquake	Transverse earthquake
Axial force, Fx(kN)	16270	16270
Longitudinal shear force, Fy(kN)	4476	0
Transverse shear force, Fz(kN)	0	5551
Longitudinal moment, My(kN·m)	64709	0
Transverse moment, Mz(kN·m)	0	94126