Research Article

Influence of Fluid Viscous Damper on the Dynamic Response of Suspension Bridge under Random Traffic Load

Table 4

Parameters of vehicle headway.

Operation stateDistribution typeLaneDistribution parameters

Sparse flowGamma distributionCarriageway0.29540.0038
Passing lane0.40050.0149

Dense flowGamma distributionCarriageway7.40723.5829
Passing lane7.70433.7311