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...
Are there any tutorials to perform modal analysis of RC or 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 period will be very high, what is the solution for this? Thanks!