Dynamic analysis - Boundary Conditions

Hi there,

I am applying the earthquake time history as a prescribed displacement at the base of the model. The problem I am encountering when the strong shaking starts is that the side boundaries deform too much - see below. My lower boundary is a compliant base and the side ones are Free Field. I read that extending the model can help. Model currently is about 120m deep by 340m wide. Excavation depth is about 30 metres. 

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