Tcl couldn't be limited to returning a single assignment value from a proc.... How can we do the equivalent of a,b,c = myFuncion(3)? watch the video to find out. Go ahead and submit another fun challenge in a commant and Subscribe!

Prof. Michael Scott gave an excellent presentation at the December 2020 meeting of the OpenSees Support Group on how to add a Material to OpenSees. In the Q&A session at the end, he also touched on some steps in adding an element. Once you have watched this video, I recommend you schedule one-on-one sessions with Prof. Scott to discuss your questions and address issues specific to your case: https://www.silviasbrainery.com/one-on-one-training Here is the link to the notebook: http://web.engr.oregonstate.edu/~mhscott/UniaxialMaterial.ipynb make sure you subscribe to his blog for random insights: https://portwooddigital.com/

I have implemented some Reinfoced-Concrete wall fiber section templates in eSEES -- a Graphical and Scripting User Interface for #OpenSees. Here is a little demo. Here is where you can purchase eSEES https://www.silviasbrainery.com/esees

Part 2 of the one-on-one on Frame-Element Stiffness Matrix. here we are looking at a 2-story building, in general terms. I hope this helps

Met with a student to review the assembly of a Frame-Element Stiffness Matrix. I hope this helps answer questions.

The best part of my new initiative with OpenSees is that I get to travel the world at my desk. My one-on-one sessions have brought me to Italy, where I had a session in Italian, my native language, to Costa Rica, where I had a session in Spanish, my marital language, and to Western Canada, where I had a session in English, my second language. We got to talk about structural response, OpenSees and ground motions. The best advice I received in college was to learn to speak to different people.... it's probably the only advice I have ever followed! Here is where you can book a one-one-one session with me: https://www.silviasbrainery.com/one-on-one-training

This video is a vlog (unscripted) to add on to the conversation started by Michael Scott's Blog (https://portwooddigital.com/2020/12/27/hysteretic-pinching-parameters/) on the pinching parameters of the Hysteretic Material in OpenSees. Let me know what you think, and don't forget to subscribe. https://www.silviasbrainery.com/

This is the presentation on User Resources I gave on the first day of the OpenSees Workshop Organized by the Earthquake Engineering Association of Turkey (EEAT).