Search found 1815 matches

by STKO Team
Tue May 30, 2023 3:52 pm
Forum: Get Started Discussion
Topic: Beam Column Joint Element
Replies: 1
Views: 57

Re: Beam Column Joint Element

Try this:
https://asdea.eu/software/advanced-e-learning-courses/

Webinar #10: Nonlinear Analysis of an existing RC building including RC joint modeling
by STKO Team
Tue May 30, 2023 3:46 pm
Forum: Get Started Discussion
Topic: MPCORecorder Error: invalid response data size
Replies: 3
Views: 92

Re: MPCORecorder Error: invalid response data size

It looks like the initStrain material has an issue with the number of components it gives as output. Use the initStress instead (using an initial stress equal to your initial strain times the young's modulus): IS.png This has the same result as long as the init strain is less than the yield strain (...
by STKO Team
Mon May 29, 2023 2:16 pm
Forum: Analysis
Topic: running multiple ground motions with one model
Replies: 4
Views: 92

Re: running multiple ground motions with one model

It can be done, but it really depends on what you want to do. For example: Is it a huge model for which you need parallel analysis? In this case, you want to press run only once, and sequentially run all N ground motions (one after the other), with each analysis running in parallel (domain decomposi...
by STKO Team
Fri May 19, 2023 10:46 am
Forum: Get Started Discussion
Topic: Beam extrusion
Replies: 21
Views: 661

Re: Beam extrusion

Please send and e-mail to info@asdeasoft.net and set up a quick call to see what the problem is
by STKO Team
Wed May 17, 2023 9:02 am
Forum: Post processing and data visualization
Topic: Section fiber stress results visualization
Replies: 6
Views: 255

Re: Section fiber stress results visualization

> Is it ok to specify masses via both node forces and line masses. I assumed that the gravity analysis will only take the masses( specified as node forces) and TH Analysis will only take the line masses automatically. Am i correct for this assumption? The "weight" must be modelled as a force (other...
by STKO Team
Wed May 17, 2023 8:31 am
Forum: Post Processor
Topic: OpenSeesPy MPCO recorder?
Replies: 9
Views: 1003

Re: OpenSeesPy MPCO recorder?

Not yet
by STKO Team
Tue May 16, 2023 10:36 am
Forum: Get Started Discussion
Topic: diplacement control-cyclic loading
Replies: 1
Views: 118

Re: diplacement control-cyclic loading

You have a concrete material that does not have a final residual plateau in compression and at the same time a steel material that fractures. Under certain conditions, it will simply completely fail and there is no way you can compute equilibrium anymore
by STKO Team
Tue May 16, 2023 10:25 am
Forum: Get Started Discussion
Topic: Beam extrusion
Replies: 21
Views: 661

Re: Beam extrusion

This is strange!

What do you mean by " the program does not run the same way"?
by STKO Team
Tue May 16, 2023 10:21 am
Forum: Analysis
Topic: Force from reaction generates unwanted high accelerations in elastoplastic models
Replies: 4
Views: 156

Re: Force from reaction generates unwanted high accelerations in elastoplastic models

I was wondering if the syntax of the setParameter random table is the same than the RandomizedMaterial Wrapper table. I was using something like this. Will it work? Will it work on parallel? The elements are SSPQUADup Yes, it uses the same format. The issue is that in OpenSees, the PDMY02 does not ...