apal21
Structural
- Apr 11, 2020
- 53
Hello,
I am using dynamic, implicit integration (quasi-static mode) in an analysis, and I am trying to understand how it works. The documentation ( talks about using 'numerical dissipation'. What does that mean? How does it control how much dissipation/damping there is?
I am using dynamic, implicit integration (quasi-static mode) in an analysis, and I am trying to understand how it works. The documentation ( talks about using 'numerical dissipation'. What does that mean? How does it control how much dissipation/damping there is?