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How to model mono pile with non-linear spring in Robot Structural Analysis
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Dear All,
I have a model of a pile-driven Jetty Structural at the seabed. I want the model to use multi-nonlinear springs for support and nonlinear analysis. I have modeled it in SAP2000, and the results match those of the LPile software. However, when I tried modeling a single pile in Robot, I encountered an error. Could everyone help me fix this error? Thank you very much.