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Turns out that had some issue with Anaconda that wasn't allowing OpenSees to update correctly. Had to uninstall and install Anaconda. Now it's working fine. Thank you professor.

I've copied the examples shown in the documentation, but for some examples I'm getting the same error message, and for other examples I'm getting the following error:

Invalid data for uniaxial HystereticSM 99
Traceback (most recent call last):

Thank you.

Hi everyone, I've been trying to model some plastic hinges using the new HystereticSM material in OpenSeesPy but I'm making some mistake doing so. I believe there is no documentation yet in the openseespy about the material. The code I'm using is the following: --------------------------------------...

mhscott wrote: ↑Thu May 18, 2023 6:38 am Track down the line of code that causes the error

The line of code that produces that error corresponds to the Analyze command, that is to say:

op.analyze(1)

Hi everyone, I've been doing some static pushover analysis and I'm getting this error: Windows fatal exception: access violation Main thread: Current thread 0x00003a08 (most recent call first): File "D:\Oscar\Maestr\xeda Estructuras Sismorresistentes\Tesis STMF\OpenSees\Pushover\RunPushover.py&...

You can try ChatGPT also. You give some specific format you want, and then the tcl lines you want to convert. I'ts been working well till now, as long as you are specific.

Hi everyone, I've been carrying out some pushover analysis in a 2D Special Truss Moment Frame. To take into account the PDelta effects, vertical loads are applied in the nodes of the upper chord, but when I apply the PDelta geometric transformation, the capacity curve (Lateral displacement Vs Base s...

Thank you very much Professor, and about the integration points, in OpenSeesPy documentation, it says 4 integration points are used (at the element ends and 8/3Lp inside), but I'm obtaining 6 Section moment-curvature relationships by using an element recorder, could you please confirm this and what ...

Hi everyone, I've been reading Professor's Scott research on this topic from 2006 research where this method had 4 integration points, to a modification of this method with 6 integration points later in 2015 and I have some questions 1) The 'HingeRadau' method is currently aplying the 4 or 6 integra...

Thank you! I didnt see it at all

Hi everyone, I'm having issue defining MinMax material with the following code ------------------------------------------------------------ import openseespy.opensees as op import os from math import sqrt, pi op.wipe() op.model('basic','-ndm',2) matTag=1 otherTag=2 Fy=3.780 #[T/cm2] E0=2100. b=0.005...

It worked, thank you for your support!

Hi everyone, Im getting started at OpenSees and I'm not familiar with this error while defining Hysteretic material, don't know if its a pythong bug or I'm missing something: TypeError: uniaxialMaterial() takes no keyword arguments The python code to define the material only is: import openseespy.op...