Research Article

An Efficient Model for Train-Track-Bridge-Coupled System under Seismic Excitation

Table 3

Natural frequency of vibration comparison.

ModelUnit1st mode2nd mode3rd mode4th mode5th mode

Nine-span closed-loop modelHz7.26437.26437.26517.26517.2664
Thirty-span complete modelHz7.26427.26437.26437.26447.2644
Error%0.0013800.011010.009640.02753