I am using Beam on Winkler Foundation model to represent the foundation. Since my ground shaking is not intense, I have chosen 'Foundation condition = 3' which is elastic vertical and horizontal springs.
Could you please tell me how OpenSees considers soil material damping and radational damping when I choose 'Foundation condition = 3'?
When I use ShallowFoundationGen command, how can I define material and radiation damping in OpenSees?
With kind regards,
Daniel
How can I define material and radiation damping of a soil in BNWF model (ShallowFoundationGen command)?
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