Evaluation of Dynamic Load Factors for a High-Speed Railway Truss Arch Bridge

Table 2

Monitoring and simulated AVs of the DLFs.

DLFs	The top chord member	The diagonal web member	The bottom chord member	The deck chord member
Monitoring AV	1.0069	1.0802	1.0862	1.0197
Simulated AV	1.0068	1.0768	1.0781	1.0215
Error (%)	0.01	0.31	0.75	0.18