Experimental and Numerical Investigation on Dynamic Properties and Human-Induced Vibrations of an Asymmetric Steel-Plated Stress-Ribbon Footbridge

Table 3

Material parameters.

Component type	Material	Density (kg/m^3)	Elastic modulus (MPa)	Poisson’s ratio
Stress ribbon	Q690 steel	7698	2.06 × 10^5	0.3
Column	Q420 steel	7850	2.06 × 10^5	0.3
Bridge deck	C30 concrete	2500	3.00 × 10^4	0.2