Example 7 - Earthquake Analysis of RC Frame - OpenSees Tcl to Python Script Migration Series

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Video ID - V29

In this exciting episode of our OpenSees Tcl Script Migration to Python series, we delve into the realm of Earthquake Analysis for a Reinforced Concrete (RC) Frame.

🔍 What's Covered:
- Step-by-step migration of an OpenSees Tcl script to Python.
- Exploring the Pythonic way to implement Earthquake Analysis using OpenSees.

🛠️ Tools Used:
- OpenSees: A high-performance software framework for simulating the seismic response of structural and geotechnical systems.
- Python: The language of choice for modern, efficient scripting.
- Komodo IDE: For editing, executing and debugging Tcl script.

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📌 _Want to Master Structural Simulation with OpenSeesPy?_
We’ve created the *OpenSeesPy 7 Days Masterclass* — your complete guide from fundamentals to advanced FEA workflows using Python.

🎁 *What You’ll Get?* :
📼 Full session recordings
📂 Downloadable source codes
♾ Lifetime access + free future updates

💬 Have questions? Just drop them below — happy to help!

elastropy
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Your local axis are x, y z, for colum (z is perpendicular to column), and your global axis are X, Z, Y.(x=red, y =green and z=blue, Z is perpendicular to beam ) Wy did you apply the column load on Z axis rather than on Y axis? Same question for beam and girders.

tvnkap
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I HAVE SUBCRIBED. PLEASE HOW CAN I GET THE PYTHON FILE?

tvnkap
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Join our Telegram group for exclusive access to detailed discussions, resources, programming files used in the video, and extra support! It's all free—click the link below to join now. See you there!

elastropy
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