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

Table 7

Mechanical status of different components with isolation devices.

Load case	Piers	Piles	Bearings
Normal operating condition	Elastic	Elastic	Normal
Low-level earthquake	Elastic	Elastic	Normal
1.1 times low-level earthquake	Elastic	Elastic	Broken
Design earthquake	Elastic	Elastic	Broken
High-level earthquake	Elastic	Elastic	Broken