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Seismic Forces for Steel Tank

Seismic Forces for Steel Tank

(OP)
I am designing a connection from a steel tank to a foundation in British Columbia and trying to determine forces from the tank to the foundation. The only code section I can find is Section 4.1.8.17 of the BCCode. This section is different than the typical ASCE loading which includes forces from the impulsive and convective components of the liquid. Does anyone have any suggestions?

RE: Seismic Forces for Steel Tank

(OP)
Another approach I may take is to follow the guidelines in AWWA. Any suggestions?

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