asdeasoft.net

Dear STKO community,

I would like to model an RC beam–column joint using a macro-model composed of a central joint shear panel, zero-length bar-slip springs, and zero-length interface shear springs, as schematically shown in the attached figure.

The beam and columns will be modeled using nonlinear ...

Hi sir,

Here is the problem I think:
The system cannot find the specified file: 'C:/Users ......

Materail Test.PNG


When I go to the >>> AppData/Local/ASDEA Software Technology/STKO

STko folder.PNG

I see that all files are empty,

There is someting else;
I don't know if this could be ...

Yes, I also installed OpenSees version 3.7,

İt still gaves the same error,


Error:
Traceback (most recent call last):
File "C:\Program Files/STKO\external_solvers\opensees\physical_properties\utils\tester\Tester1D.py", line 907, in onTestClicked
self.tester.run()
File "C:\Program Files/STKO ...

Hi STKO team,

I I downloaded the latest version of STKO, 4.0.0, to my computer,
when I enter the material properties, the material test section does not work
I get an error as seen below.
Can you help me to solve this issue sir?

Error:
Traceback (most recent call last):
File "C:\Program Files ...

Thanks for your help,

I assigned the local axes to be the z direction in 3D, as you said.

But I couldn't understand why the connection between the infill wall and the concrete did not match. (like in the figure)

I saw in previous studies on the forum that no condition was assigned between the ...

Hi STKO team,
I solve convergance problem
but now I don't know how to visualize the masonry wall or cracking pattern.
and also I have problem like in the figure,

The connection between the concrete and the infill wall does not seem to be working properly.

How can we operate this connection ...

I'll be happy if you can help me

I want to thank you for your contributions to modeling sir.

Now,
I am trying to modeling infill wall, But I am encountering a convergence error.
Regarding my problem , I used DamageTC3D for masonry and I tried to change the DamageTC3D prameters in the analysis but still not able to solve the issue ...

I would appreciate it if you could help me.

It seems that the e11 the strain of the concrete is quite high.
I dont understand also why initial stiffness values are high.
I tried to adjust the initial stiffness values by changing the material and energy parameters, but I was not successful.
e11_concrete.PNG

I also tried to model it in 2D ...