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

Table 10

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

Pier bottom internal force	Longitudinal earthquake	Transverse earthquake
Axial force, Fx(kN)	7270	7270
Longitudinal shear force, Fy(kN)	2125	0
Transverse shear force, Fz(kN)	0	1877
Longitudinal moment, My(kN·m)	21349	0
Transverse moment, Mz(kN·m)	0	8796
Mitigation rates	88.0%	87.0%