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Seismic Joint + ETABS

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I am modeling/designing a 800 ft long, 3 story parking garage/retail space for Seismic Design Category D for a project in Trinidad.
We have 3 expansion joints on the building which is being modeled in Etabs. I was wondering what was the best way to go about modeling the same? Using a XY roller is an option, but I was interested to know if there are more accurate ways of modeling the same, since we are trying to get the moments/forces at the joint as well.
I would appreciate if you can provide any insights into how seismic joints are handled in the west coast.

Structural Engineer
Bliss and Nyitray Inc.
Miami, FL - 33134

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