Explicit dynamic analysis - Earthquake loading for water tank for sloshing

I am analyzing water sloshing when EQ load is provided as displacement vs time data for the bottom surface of the tank. Water tank as lagrangian and water in eulerian domain. I have tried both situations where, the bottom surface is fixed and not fixed, while the same errors pop up as you can see in the figure. Following errors pop up. I have attached the file. Can someone fix this?


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