Hello,
Can anyone clarify this statement about the 3 requirements for using FNA.
-Be primarily linear-elastic.
-Have a limited number of predefined nonlinear members.
-Lump nonlinear behavior within link objects.
The model I am using has layered non-linear shells that are defined by...
Hi,
Can someone please clarify some things for me. I am new to sap0000 and trying to figure out how to work with non linear analysis. For a simple introduction I just made a cantilever beam with a load at the tip. I defined a time-history function with a load that should start in the elastic...
