Simulation Analysis of Coupled Structural Vibration of Highway Railway Combined Bridge Induced by Overlapping Action of Vehicle and Train

Table 4

Displacement peak of different nodes under different lines.

Node	1	3	5	7	9	11
Line 1	10.687	14.307	14.334	10.780	14.009	14.025
Line 3	13.185	20.629	20.428	13.143	20.237	20.114
Line 5	13.269	22.316	21.066	13.309	22.206	20.870