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victorkemp / Mecway

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Dynamic response 3d #44

Open sofien73 opened 5 months ago

sofien73 commented 5 months ago

I had some trouble with a beam model dynamic response analysis. Seems that beam releases are not allowed with this type of analysis. Is it normal?

victorkemp commented 5 months ago

Yes, that's normal but is a feature that I might add later.

You can use constraint equations instead. Rather than releasing DOFs of elements sharing a node, couple the other DOFs on two separate nodes.

sofien73 commented 3 months ago

Victor, I try again on my previous claim within dynamic response on MECWAY website:

Hi every one, I've finally launched my first dynamic response analysis with a seismic spectra (T(s) vs Acceleration (ms-²)). something could be a good improvement is having the possibility to extract maximum value of the outputs (beam forces and moment sorted by nodes). The outputs is allowable by time step which it's normal the idea is too output maximum value by nodes in the .csv file.

One last thing is to have the possibility to disable some of the columns in my exemple I don't want to have the time step and the time in my csv file.

Regards.