Hello,
is there any recommended tool for meshing 3D solid models and importing them to OpenseesPy?
I am aware only of https://github.com/jaabell/gmsh2opensees which can be used to import mesh from GMSH
Do you know anything similar or already implemented in OpenseesPy?
Thank you
Search found 5 matches
- Fri Mar 22, 2024 3:59 am
- Forum: OpenSeesPy
- Topic: Importing Mesh from external software
- Replies: 1
- Views: 7206
- Wed Dec 06, 2023 1:49 am
- Forum: OpenSeesPy
- Topic: How to check 'See stderr output'?
- Replies: 3
- Views: 9079
Re: How to check 'See stderr output'?
Hi, I have no seen a response to the initial question and I am re-opening this post. I am using Openseespy through ubuntu terminal, what is the way to check the stderr output? thank you One way I found is to use add the command logFile(filename, '-append', '-noEcho')¶ in the script, so to print the...
- Tue Dec 05, 2023 3:32 am
- Forum: OpenSeesPy
- Topic: How to check 'See stderr output'?
- Replies: 3
- Views: 9079
Re: How to check 'See stderr output'?
Hi,
I have no seen a response to the initial question and I am re-opening this post.
I am using Openseespy through ubuntu terminal,
what is the way to check the stderr output?
thank you
I have no seen a response to the initial question and I am re-opening this post.
I am using Openseespy through ubuntu terminal,
what is the way to check the stderr output?
thank you
- Thu Nov 30, 2023 7:03 am
- Forum: OpenSeesPy
- Topic: Two-Node Link - Damping
- Replies: 2
- Views: 4364
Re: Two-Node Link - Damping
I think you should test this out for yourself. Thank you for your comment. Yes, I tried but the results are different. If I am not making a theoretical mistake, I think the problem is because the two-node link does not consider the damping from the "region command". Without opting for '-doRaylegh",...
- Wed Nov 29, 2023 1:13 pm
- Forum: OpenSeesPy
- Topic: Two-Node Link - Damping
- Replies: 2
- Views: 4364
Two-Node Link - Damping
Hello everyone, I could have done a few tests before making this question, but I'll have a try: I am modelling a pile with lateral springs using the two-node link element. I created an uniaxial Elastic material associated with the link. I applied the Rayleigh damping to the model excluding (default ...