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Sorry, but No. As you have seen, the model.tcl file is created and it imparts the rock motion into the soil column utilizing a damper element. The code follows the logic found in the OpenSees example for performing the site response analysis:

https://opensees.berkeley.edu/wiki/index.php/Site_Response_Analysis_of_a_Layered_Soil_Column_%28Total_Stress_Analysis%29

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@rootamber
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