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Advances in Bridge Engineering

Table 4 The static force coefficients and derivatives of the 0°AOA of the typical large-span bridge segment models

From: Advances in modeling boundary layer turbulence and its effects on motion independent aerodynamic force of bridge decks

Bridge segment model

CD

dCD/dα

CL

dCL/dα

CM

dCM/dα

Suspension Bridge A

1.0176

−0.6303

−0.0375

1.8965

0.0169

0.3948

Cable-stayed Bridge B

1.0500

2.7130

−0.1443

2.5984

−0.0024

0.6159

Arch Bridge C

1.4300

−1.1459

−0.0990

7.7063

−0.0020

0.7735

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