May 30, 2015 #1 eng535 Civil/Environmental Joined May 30, 2015 Messages 1 Location DE Hi all, I have a static finite element model performed in Mathematica code, I would like to extend this model to dynamic analysis. Could anyone help me on this or give me a hint thanks
Hi all, I have a static finite element model performed in Mathematica code, I would like to extend this model to dynamic analysis. Could anyone help me on this or give me a hint thanks
May 31, 2015 #2 Ron Structural Joined Sep 24, 1999 Messages 16,336 Location US Model of what? You have given inadequate information. Upvote 0 Downvote
Jul 4, 2015 #3 civilengineerNL Civil/Environmental Joined Mar 15, 2015 Messages 6 Location NL Dynamic calculations are overall very complicated. They are most of the times non linear. But it depends on what you want to do. Modal analysis of the natural frequency is easier. Upvote 0 Downvote
Dynamic calculations are overall very complicated. They are most of the times non linear. But it depends on what you want to do. Modal analysis of the natural frequency is easier.