I’m trying to study the static behavior of this tower, but I don’t understand why the displacement stays so high. I am not sure if I have connected the elements correctly, yet it seems so. Can you help me, is it urgent?
it seems that part of your columns are not attached in your model. The connected parts component shows multiple branches which means there are issues here with these elements.
Thank you.
However, I didn’t quite understand how to narrow down the range of IPE sections, in the floor. And if possibility to make the core more rigid. How could I proceed ?
Thank you very much.
Now I have isolated the external structure, and I would like to study its internal stresses, but the names do not match. how can I do ?