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However, it is very difficult to obtain the water film and rainwater rivulets on the cable surface because no sensors can be installed on the cable surface.
The effectiveness of vibration control methods, such as increasing damping ratio and twining spiral wire on the cable surface, is finally investigated.
These design values for the cable drag coefficient are then compared with measured drag coefficients for various types of cable surface treatments introduced to suppress rain-wind vibrations.
The formation and oscillation of rainwater rivulets on the cable surface are critical to the occurrence of the RWIV of the cable model.
By solving the equations using Finite Difference Method (FDM), the water film thickness variation time history curves at every point on the cable surface are obtained.
Rain wind induced vibration is an aeroelastic phenomenon that occurs on the inclined cables of cable-stayed bridges and arises due to the interaction between the unsteady wind loading and the formation of water rivulets on the cable surface.
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