Research Article
Study on the Effect and Mechanism of Aerodynamic Measures for the Vortex-Induced Vibration of Separate Pairs of Box Girders in Cable-Stayed Bridges
Figure 12
Flow field trace of the section with baffles at wind attack angle of 0 deg. (10 m/s).
(a) Flow field trace of the section with sides baffles |
(b) Flow field trace of the section without baffles |