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Try this: example_parallel_and_param.zip It's a combination of a prototype model partitioned for OpenSeesMP with 2 cores per model. It has a dummy Path time series that will be changed automatically with the contents of each ground motion (GM) Each ground motion should be saved as a pair of 2 text f...

Can you share your model to have a look?

If you are starting now, check webinars here: https://asdea.eu/software/get-started-webinars/ Then you can move to advanced webinars: https://asdea.eu/software/advanced-e-learning-courses/ There you can find a webinar to model RC-beam-column joints (Webinar #10: Nonlinear Analysis of an existing RC ...

Try this: Schema 1.zip The analysis was not running because you set a duration of 0. Typically static analysis should have a duration of 1 (if you use a linear time series). After the first analysis you should keep load constant and reset the time to 0 (otherwise it will mess up subsequent time Seri...

You're welcome

You should first try to run your model with elastic materials to see if everything is correct. Can you do that? In this way, we can understand if it takes time because it's failing to converge due to nonlinearities or due to some instabilities. Also, do not use too many processors. Your model is pre...

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

Webinar #10: Nonlinear Analysis of an existing RC building including RC joint modeling

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 (...

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...

Please send and e-mail to info@asdeasoft.net and set up a quick call to see what the problem is