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Thanks for your answer. I also checked and tried the function, but there is a problem when dividing the slabs into meshes. When segmenting an area into a mesh, various commercial FEM programs consider line elements (beams), columns, etc. to form an area mesh. Otherwise, the location of beams or colu...

In SAP or ETABS, area elements can be divided into meshes by considering internal points or beams. Does openseespy have this feature?