Search found 8 matches

by drndosh
Sat May 13, 2017 6:37 am
Forum: OpenSees.exe Users
Topic: PVD recorder and paraview
Replies: 1
Views: 1082

Re: PVD recorder and paraview

I've succesfully opened .pvd file in Paraview and visualized my model, and yes it can visualize line elements :D . The problem is that now I cannot see deformed shape, because "Warp by vector" option is grayed out in Paraview. I've recorded <disp> in a .pvd file as is said in http://web.engr.oregons...
by drndosh
Fri May 12, 2017 5:00 am
Forum: OpenSees.exe Users
Topic: PVD recorder and paraview
Replies: 1
Views: 1082

PVD recorder and paraview

Greetings, I am experimenting with pvd recorder and Paraview software. I did succesfully made a pvd file out of my model (model is made of just of nodes and line elements), but when i open it in Paraview, nothing happens. Is it possible to visualize model with just line element (e.g. forceBeamColumn...
by drndosh
Fri Jul 08, 2016 2:30 am
Forum: Framework
Topic: Analysis performance
Replies: 2
Views: 1802

Re: Analysis performance

fmk wrote: > the Makefile.def have just standard optimization features set .. the > windows binaries that are released (not the ones people build for > themselves) are optimized for intel processors and are also linked using > intels mkl library. > > the discrepency in time could mean that they defe...
by drndosh
Tue Jul 05, 2016 9:13 am
Forum: Framework
Topic: Analysis performance
Replies: 2
Views: 1802

Analysis performance

Greetings, I want to run OpenSees on Linux machine and I compiled sequential version independently on CentOS on VirtualBox, Debian on VirtualBox and on CentOS on HPC, using appropriate Make.def.EC2 files. When comparing time needed for analysis to complete a job, performance is much worse than on Wi...
by drndosh
Tue Jun 28, 2016 6:03 am
Forum: OpenSees.exe Users
Topic: General question about constraints and solution alghoritms
Replies: 1
Views: 821

General question about constraints and solution alghoritms

Greetings, Is there a general rule, in what situations to use different constraints handlers? And please do not tell me that solution is Trial and Error: use constraint handler that is good for your certain situation :D . I know only that I can not use Transformation method when retained node is not...
by drndosh
Fri May 13, 2016 6:36 am
Forum: OpenSees.exe Users
Topic: SteelMPF problem?
Replies: 2
Views: 1348

Re: SteelMPF problem?

You are welcome. For now I don't have any question.
Wish you luck.

Best Regards,
Nemanja
by drndosh
Wed May 04, 2016 11:12 am
Forum: OpenSees.exe Users
Topic: SteelMPF problem?
Replies: 2
Views: 1348

SteelMPF problem?

Greetings, I’ve modeled simple pinned brace with imperfection and corotational transformation for buckling with two force based beam-column elements. At one end I’ve set controlled displacement with sp constraint. Used materials are, in one case SteelMPF, and in the other Steel02. Problem is that, w...
by drndosh
Thu Apr 07, 2016 2:23 am
Forum: Feature Requests/Future Directions
Topic: Rigid offset for corotational transformation in 3D
Replies: 0
Views: 1060

Rigid offset for corotational transformation in 3D

Greetings,
I think it will be useful ti include rigid offset option for corotational transformation in 3D.
Nemanja