wind tunnel analysis on high rise structural with static structure
Hi,i have a question regarding to a fluent wind tunnel analysis. I m trying to simulate a high rise structure in a wind tunnel and use the pressure from the impact between the wind and the structure to do a static structure. In the wind tunnel analysis, i am using the K-omega SST model with 700 iteration to perform the analysis. The first picture is the model. The second picture is the model after importing my pressure force from fluent.
1. What CFD surface should i import my pressure force from?
2. since the the wind force should be increase as the height increase, how come it is lower at top and more on the bottom? even though the top of the structure have a slope, should the middle of the structure have the highest force?
3. how can i verify my modeling?