I use Abaqus to model a slender composite structure subjected to dynamic wind actions.
I read in many parts of the literature that Aerodynamic damping exist and could be important for structure which are slender and interact with wind. I am not going into wind-structure interaction at all.
All I need is a convenient and acceptable way of accounting for Aerodynamic damping. From my knowledge on this aspect that the aerodynamic damping coefficient is different from the material/structural damping where a damping ratio is assumed. Instead, it relies on the velocity of the structure and changes with it which is very tedious to incorporate in a Structural Finite Element Analysis procedure.
Please suggest to me from your own experience on how to deal with this issue.
Best Regards,
Mahmoud Alhalaby