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Advances in Aerodynamics

Table 1 Structural parameters of the bridge with a closed-box girder

From: Effects of non-stationary wind velocity models on buffeting performance of closed-box girder suspension bridges

Width B / m

Height H / m

Mass per unit length M / kg/m

Mass moment of inertia

Im/ kg·m2/m

Vertical frequency fh / Hz

Torsional frequency ft / Hz

41.7

3.5

3.27e4

5.69e6

0.0895

0.221

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