Vortex Shedding & Vibration
Vortex Shedding & Vibration
(OP)
I have a couple of different reference books that take quite a bit different approach to the design of stacks and towers for vortex shedding and associated vibration problems. Is there a preferred approach or method? (Specifically in being able to show when this is or is not a problem).
Bednar's approach in particular seems to give wholly unreasonable results in some cases.
Bednar's approach in particular seems to give wholly unreasonable results in some cases.





RE: Vortex Shedding & Vibration
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RE: Vortex Shedding & Vibration
For tall pressure vessels or towers, you could also refer to the National Building Code of Canada.