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Webinar #10: Nonlinear Analysis of an existing RC building including RC joint modeling
Search found 1815 matches
- Tue May 30, 2023 3:52 pm
- Forum: Get Started Discussion
- Topic: Beam Column Joint Element
- Replies: 1
- Views: 57
- 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 (...
- 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...
- 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
- Wed May 17, 2023 3:42 pm
- Forum: Post processing and data visualization
- Topic: Envelope of accelerations in OpenseesMP with API
- Replies: 8
- Views: 620
Re: Envelope of accelerations in OpenseesMP with API
Yes now you can do it like this.
- 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...
- Wed May 17, 2023 8:31 am
- Forum: Post Processor
- Topic: OpenSeesPy MPCO recorder?
- Replies: 9
- Views: 1003
Re: OpenSeesPy MPCO recorder?
Not yet
- 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
- 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"?
What do you mean by " the program does not run the same way"?
- 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 ...