Hi all,
I need some advise on modelling shear walls in Ansys. What element types are best to use and what are the advantages/ disadvantages of plane and shell elements? I am currently using shell type 63.The actual building will have 400mm thick walls.Any comments would be greatly appreciated...
Hi all,
I need some advise on modelling shear walls in Ansys. What element types are best to use and what are the advantages/ disadvantages of plane and shell elements? I am currently using shell type 63.The actual building will have 400mm thick walls.Any comments would be greatly appreciated...
Hi guys, hoping I could get a bit of advise on something I'm stuck on at work.I've recently started using Ansys and have been thrown in the deep end!
The structure I’m modelling in Ansys is on a piled foundation, with each pile descending about 20m into the ground. I want to model these piles...