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Applying Cyclic Seismic Loading to a Beam-Column Connection

Applying Cyclic Seismic Loading to a Beam-Column Connection

Applying Cyclic Seismic Loading to a Beam-Column Connection

(OP)
All,
I'm working on my final masters project for school and I'm trying to perform cyclic seismic loading to a beam-column connection. The elements are a W36x150 beam and W14x257 column with continuity and doubler plates in the column panel zone. I have created my model using shell elements but I'm not understanding how to apply the cyclic loading to the end of the beam. I assume that this has to be done by using the amplitude toolset. Could anyone provide direction?

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