Search found 2181 matches

by STKO Team
Mon Mar 25, 2024 9:03 am
Forum: Geometry
Topic: Soil-Pile Interaction Modeling
Replies: 21
Views: 2993

Re: Soil-Pile Interaction Modeling

You're welcome
by STKO Team
Mon Mar 25, 2024 9:02 am
Forum: Geometry
Topic: GUI is wrong
Replies: 1
Views: 52

Re: GUI is wrong

Sorry but what is the issue?
If you are referring to the worktree, just move the splitter separator left/right to give more space to the first/second column
by STKO Team
Thu Mar 21, 2024 8:51 am
Forum: Geometry
Topic: Soil-Pile Interaction Modeling
Replies: 21
Views: 2993

Re: Soil-Pile Interaction Modeling

That's not the issue. It's just a visual representation of the node-to-element interaction: For each slave node, STKO searches for the sub-triangle of each quad face it touches. Then it creates a visual representation of 1 line for each of the 3 masters (of the sub-triangle master) connecting them t...
by STKO Team
Tue Mar 19, 2024 11:20 am
Forum: OpenSees SP
Topic: RE: Implementation of surface load surfaceload
Replies: 2
Views: 253

Re: RE: Implementation of surface load surfaceload

To check if it is an incompatibilty between the surface load and the SSPBrickUP, try to use the FaceForce automation in STKO:
It allows you to input a pressure and it will be converted into equivalent (lumped) nodal laods.
Which is exactly what the surfaceload would do in OpenSees
by STKO Team
Tue Mar 19, 2024 11:17 am
Forum: Analysis
Topic: wrong modal result
Replies: 5
Views: 247

Re: wrong modal result

It's because if you use the RCJoint and the rigid diaphragm together, you cannot use the transformation handler!
You should go with penalty.

And also, the analysis to setup the eigen should not have the "wipeAnalysis" otherwise it will be useless
by STKO Team
Tue Mar 19, 2024 11:13 am
Forum: Property
Topic: Gap simualtion
Replies: 25
Views: 954

Re: Gap simualtion

The issue with your model, when you apply forces, is that is is singular. When you apply a fiber section to a zeroLengthSection element, it will only resist P-My-Mz-T modes. The two shear modes Vy and Vz are un-constrained! I simply put the fiber section (P-My-Mz-T) into a section aggregator (using ...
by STKO Team
Tue Mar 19, 2024 10:44 am
Forum: Get Started Discussion
Topic: Needs counseling in numerical modeling
Replies: 2
Views: 162

Re: Needs counseling in numerical modeling

You can start by looking at the "Get Started in OpenSees with STKO" webinars to learn the basics of STKO.
Then you can move to the advanced webinars.
For any specific questions, you can use this forum and we will try to help here.
by STKO Team
Fri Mar 15, 2024 1:48 pm
Forum: OpenSees SP
Topic: mpiexec.hydra.exe.stackdump
Replies: 9
Views: 2487

Re: mpiexec.hydra.exe.stackdump

What is exactly your issue?
by STKO Team
Fri Mar 15, 2024 1:47 pm
Forum: Property
Topic: Adjusting transformation type with scripting
Replies: 3
Views: 266

Re: Adjusting transformation type with scripting

in line:

Code: Select all

xobj_el.getAttribute('transfType').String = 'PDelta'
the .String property does not exits.
it is .string (without the capital S)
by STKO Team
Tue Mar 12, 2024 10:54 am
Forum: Geometry
Topic: Modeling of steel bar
Replies: 3
Views: 185

Re: Modeling of steel bar

You're welcome