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ANSYS modelling of steel beam-column connection

Thread starter ansys456
Start date Jun 20, 2016

Status: Not open for further replies.

Jun 20, 2016

ansys456

Civil/Environmental

Are there any tutorials to perform modal analysis of a simple steel beam-column connections in ANSYS? I only want to model the beam-column connection or a frame and not the entire structure. When doing this, since the mass is less, the frequency will be very high and the period very low, what is the solution for this? Thanks!