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

Table 11

Pier bottom internal forces under low-level earthquakes.

Pier bottom internal force	Longitudinal earthquake	Transverse earthquake
Axial force, Fx(kN)	1179	210
Longitudinal shear force, Fy(kN)	1100	0
Transverse shear force, Fz(kN)	0	1300
Longitudinal moment, My(kN·m)	7653	0
Transverse moment, Mz(kN·m)	0	5804