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

Table 6

Pier bottom internal forces with isolation devices under high-level earthquake.

Pier bottom internal force	Longitudinal earthquake	Transverse earthquake
Axial force, Fx(kN)	16002	16002
Longitudinal shear force, Fy(kN)	4012	0
Transverse shear force, Fz(kN)	0	3970
Longitudinal moment, My(kN·m)	55921	0
Transverse moment, Mz(kN·m)	0	62175
Mitigation rates	78.9%	83.8%