Research Article
Optimal Selection of Earthquake Resisting Schemes for Jakarta-Bandung High-Speed Railway
Table 9
Pier bottom internal forces under low-level earthquake.
| Pier bottom internal force | Longitudinal earthquake | Transverse earthquake |
| Axial force, Fx(kN) | 7393 | 7393 | Longitudinal shear force, Fy(kN) | 2302 | 0 | Transverse shear force, Fz(kN) | 0 | 2673 | Longitudinal moment, My(kN·m) | 27260 | 0 | Transverse moment, Mz(kN·m) | 0 | 13918 |
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