The Influence of Wind Shielding and Train-Induced Wind on the Vibration of a Train-Bridge System

Table 2

Wind loads of the train and wind loads of the bridge per unit length.

Model		Resistance (N)	Drag force (N)	Lift (N)	Moment (N·m)
Train	Head car	1699.20	14205.59	2827.35	–4336.22
	Middle car	–1322.75	3824.56	2394.35	–1589.80
	Tail car	–6241.06	–6345.59	899.84	–211.10
Bridge		—	2690.99	3908.66	10703.05

Note. The symbol — indicates that the value does not exist.