On wind loads on towers
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I would like to ask what the exact definition of wind load on towers is ? ? In actual production, what is the normal range of tower oscillation? What methods can be used to measure the amplitude of shaking?
Basic wind pressure: The reference pressure for wind loads. Generally, the wind speed corresponding to a 50-year once-in-a-century event is determined based on probabilistic statistics using the average observation data over 10 minutes at a height of 10 meters above the open, flat ground in the area, taking into account the corresponding air density. Calculate the wind pressure using the formula. In actual production, no specific requirements regarding fluctuation are established; generally, it is necessary to conduct checks ； As long as it passes the verification, that’s fine ； It’s usually fine
It needs to be verified through further research; generally speaking, as long as the tower does not shake significantly, it is acceptable.
I want to know how to apply wind load in ANSYS