Coupled Walls Modeling Criteria (4.5.4.6)

The arms of the shear wall with reinforced concrete tie beams are always modeled automatically according to 4.5.3.7 within the framework of shell finite element rules , as is the case with a hollow wall .

See for details.Finite Element Meshes of Polygonal Cross-section Shear Wall (Shell Elements) (4.5.3.7)

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Coupling Beam Modeling Criteria (4.5.4.7)

Related Topics

• Definition of Walls with Coupling Beam (4.5.4.1)

• Overturning Moment of Walls with Coupling Beam (with Space) (4.5.4.3)

• Coupling Ratio of Coupled Walls (4.5.4.4)

• Coupled Wall Criteria (4.5.4.5)