Does anyone have a tower hoop calculation model?
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We have a piece of equipment here that is 33 meters high and 600mm in diameter. The user requested to add a second layer of tower hoops, but we asked the Standardization Committee and they said that there is no established calculation software for tower hoop calculations. Has anyone done the calculations for towers with hoops? Thank you!
Just build your own model based on material mechanics and calculate it as a cantilever beam.
The presence of tower hoops has the greatest impact on the natural vibration period. Usually, the impact of earthquakes can be basically ignored. When calculating, the model can be built to the height of the first tower hoop, and the bending moment on the tower hoops can be converted into eccentric load calculations.
Enter the Century Journal website and search for tower hoops and slender towers. There are corrections for basic wind pressure. Our position is controlled at 1/2~2/3 of the total height. At the same time, local stress is calculated when using tower hoops. We are doing it. Unfortunately, I cannot upload the data. I can calculate it myself by looking at the data.