Sensitivity Analysis of the Influence of Structural Parameters on Dynamic Behaviour of Highly Redundant Cable-Stayed Bridges

Table 1

Properties of structural members.

Structural members	Element type	Material	𝐸 (MPa)	𝜌 (kg/m^3)
Tower	BEAM4, MPC184	Steel	2.10×10^5	7850
Rigid link of towers		—	—
Girder; Rigid link of girders	BEAM4	Steel	2.10×10^5	7850
	BEAM4	Concrete	3.00×10^4	2400
	MPC184	—	—
Cable	Link10	Steel	2.00×10^5	7850