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02-16-2017
01:28 AM
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Hi,
I have a tall and thin concrete structure and I want to check whether wind load will cause oscillation issues. I have run modal analysis, identified the modes where the mass participation is high and checked the deflected shapes, so I think I know the natural frequency of the structure for movement in each direction.
How can I tell if the wind load will be an issue? How can the software calculate the forced frequency from the wind so I can check if this is close to the natural frequency, hence causing a problem?
thanks
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