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Dear Prabakaran Kesavan:

Yes, we have discussed this answer in another topic and thank you very much for your reply.

With best wishes,
yingying

Dear Prabakaran Kesavan:

Thanks a lot for your reply and guidance. I have found the reason now.

With best wishes,
yingying

Dear Prabakaran Kesavan:

Thank you very much for your reply and for debugging this model. May I kindly inquire about a few more questions? What is the effect of setting the Y-axis to "Sum" and "average" on the load. I ran your modified model to get the displacement reaction force curve. The ...

Dear Prabakaran Kesavan:

Thank you very much for your reply, here I attached the model. The bottom of the shear wall is completely fixed. The boundary conditions at the loaded end of the shear wall are cantilevered, meaning that the in-plane bending moment at the loading end can be released ...

Dear STKO Team:

I modeled a masonry wall using the BBarbrick element. A cyclic load was applied to the top of the wall using the method in your course "Shell and Solid Models with Embedded Rebars", i.e. using rigid links and zeroLengthContactASDimplex element, but I get incorrect load-displacement ...

Dear Sir/Madam

I modeled a masonry wall using the BBarbrick element. A cyclic load was applied to the top of the wall using the method in your course "Shell and Solid Models with Embedded Rebars", i.e. using rigid links and zeroLengthContactASDimplex element, but I get incorrect load-displacement ...