Gust Wind Effects on Stability and Ride Quality of Actively Controlled Maglev Guideway Systems

Table 6

Properties of the simply supported guideway girder model.

Parameter	Values
Elastic modulus (E)	8.9079 × 10^10 N/m^2
Shear elastic modulus (G)	3.4261 × 10^10 N/m^2
Cross sectional area (A)	1.5119 m^2
Moment of inertia of area	0.6812, 0.3326 m^4
Polar moment of inertia	1.0138 m^4
Torsional constant (J)	0.7464 m^4
Density of the girder	4011 kg/m^3
Damping ratio,	0.01
Vertical, lateral, and torsional natural frequencies ()	5.52 n^2, 3.86 n^2, 41.8 n Hz