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 state | Distribution type | Lane | Distribution parameters | | |
| Sparse flow | Gamma distribution | Carriageway | 0.2954 | 0.0038 | Passing lane | 0.4005 | 0.0149 |
| Dense flow | Gamma distribution | Carriageway | 7.4072 | 3.5829 | Passing lane | 7.7043 | 3.7311 |
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