.. include:: sub.txt ================================================================================================ Two storey steel moment frame with W-sections for displacement-controlled sensitivity analysis ================================================================================================ #. The source code is developed by `Marin Grubišić `_ at University of Osijek, Croatia. #. The numerical model with the associated analysis was described in detail by Prof. Michael Scott in the `Portwood Digital blog `_. #. The source code is shown below, which can be downloaded :download:`here `. #. Run the source code in your favorite Python program and should see following plot. .. image:: /_static/SteelFrameSensitivity2D_v1_Model.png .. image:: /_static/SteelFrameSensitivity2D_v1.png .. literalinclude:: /pyExamples/SteelFrameSensitivity2D_v1.py :linenos: