Walls Buckling Analysis

[faisal.aaouatif]

Good Morning/Evening

Is there any precaution to take when doing a buckling analysis of a structure having only walls as a structural system .

columns should be divided to a certain number of FE , is it the case of walls ? if yes What are mesh number/size to have in order to have a reliable results ?

Thank you

[Rafal.Gaweda · Accepted solution]

Use standard meshing options as you do.
Depending on model 0.5 to 1m FEs