The OpenSees Community

I noticed a strange behaviour, the file expected is not 'visible' (regardless the OS, same behaviour in Win and Linux) as soon as you don't work on another file, therefore I want to add a 'fake' recorder at the end just to make the former visible...

could you please give more details? (OpenSees version, Operating System, the filename you trying to run, ... )

I don find the .log and don't understand the problem, could you please detail?

Strange you could not reach the absolute limit = 512 ... I do not have models large enough to try under Linux for you but could try for a (virtual) beer ...

maybe you can try calculating several Moment-Curvature diagrams with different section fibers discretization... and let us know!

I tried to run the code at page 11 of this content: https://opensees.berkeley.edu/workshop/OpenSeesDays2006_presentations/A10_UsersExampleAnalysis_2006_FrankMcKenna.pdf to calculate the spectrum from acceleration timeseries of mine. After some small changes to code (not working actually) I am stuck ...

Just compile (then use) the release 3.0.0 instead of 3.1.0

I fixed the issue with section fiber (3D models only) compiling the penultimate source available in GitHub (3.0.0).

I observed the same 3.0.3 Win OK , 3.1.0 Linux SIG SEGV but I believed it was linux compile issues. I'll try 3.0.3 Linux and let you know.

Perhaps it was too early... If you download toady you get the 3.0.3 release

I just compiled release 3.0.3 on a xubuntu 64bit system and get segmentation fault with a file I ran hundreds of times on Win10 same OpenSees release. Could anyone try to source the code below? The SIG SEV error accurs @ section fiber 1 notice the std OpenSees example RCFrameGravity.tcl using an alm...

I just knew these Display features are available 'ad interim' therefore not documented! Anyway apparently the settings are taken from: https://www.cs.uic.edu/~jbell/CourseNotes/ComputerGraphics/Projections_Viewpoints.html I also struggled to understand how to display top, side, or '3D' views, see be...

In my opinion the ConfinedConcrete01 model is for the core concrete (surrounded by reinforcing bars) while for the cover it is suitable the Concrete01 (or others). When you are to analyze a seismic improvement by an outer layer of FRP on a section already reinforced by steel bars I am not sure but I...

Dear All, for some reasons I must use Tcl8.4 instead of the most updated Tcl version. Which is the last OpenSees version (Win 64) compatible with Tcl8.4? How could I dowload that?
Thanks a lot.
Regards.

did anyone create a TCL script in order to make ANSYS commands NGEN EGEN usable with Opensees?