Shear Walls are modeled with shell finite elements in all conditions according to 4.5.3.7 . Frame bar model is not being used
Related Topics
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Finite Element Mesh Modeling of Polygonal Cross-section Shear Walls as a Whole (4.5.3.5)
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Finite Element Meshes of Shear Wall (Shell Elements) (4.5.3.6)
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Finite Element Meshes of Polygonal Cross-section Shear Wall (Shell Elements) (4.5.3.7)
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Equivalent Internal Forces of Polygonal Cross-section Walls (4.5.3.7 (d))