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Just figured it out. I only added the Z value in node masses. Thank you for the reply.

Thank you for the reply. In the end I chose the model you recommended.

I just have one more short question. I proceeded with the analysis, but I encountered problems with modal analysis. Currently I am checking the results with ETABS. The thing is when i get the results of the modal analysis in the ...

Hello, first time posting.
I am trying to model a shear wall with its boundary elements. I am planning to model the wall with shell elements and boundary elements as rectangular fiber sections. Shear wall (shell) will be using unconfined concrete with appropriate rebar.Boundary elements use confined ...