Wind-Induced Vibration Response of an Inspection Vehicle for Main Cables Based on Computer Simulation

Table 6

Major design parameters of the full-bridge aeroelastic model.

Parameter	Unit	Similarity ratio	Value of the real bridge	Value of the model
Length
Total length of bridge deck (L)	m	C	1130	11.3
Width of bridge deck (B)			27	0.27
Height of bridge deck (H)			7	0.07
Height of main tower (Ht)			230	2.3
Stiffness
Vertical stiffness of bridge deck, EIy	Nm^2	C^5	1.39 × 10^12	1.39 × 10^2
Transverse stiffness of bridge deck, EIz			4.58 × 10^13	4.58 × 10^3
Along-bridge direction stiffness of the bottom of  main tower, EIy			2.63 × 10^13	2.63 × 10^3
Transverse stiffness of the bottom of main tower, EIz			12.60 × 10^13	12.60 × 10^3