Frame–shear wall structure

2009-03-15View Original

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Frame–shear wall structure: 1. Shear walls should have frames: frame beams (or hidden beams), frame columns (Article 6.5.1 of the Seismic Design Code, Article 11.7.17 of the Concrete Structure Design Code, Article 8.2.2 of the High-Rise Building Code). It’s not possible to simply have a few shear walls in place and thereby create a frame-shear wall structural system. 2. The seismic overturning moment carried by the shear wall shall be ≥50%; otherwise, the seismic resistance rating shall be determined based on a frame structure, and its maximum allowable height may only be increased appropriately compared to that of a frame structure (Article 6.1.3, Paragraph 1 of the Seismic Design Code). 3. In frame-shear wall structures, short-leg shear walls should not be used

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Frame–shear wall structure

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