|August 1, 2012, 06:47||
shell element connection , steel frame
Join Date: Aug 2012
Posts: 2Rep Power: 0
I am using ansys to model a 3d steel frame with perforated beams. the elements are modeled using shell281
I want to define the connection between the beam and column as a moment frame with semi rigid connection.
I am new user so anyone can help me with some general guiding or papers I can read about it, coz the tutorial i have found are not very helpful.
|connection, frame, shell, steel|
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