2014 Volume 79 Issue 706 Pages 2003-2011
This study proposes the evaluation method of arrangement and the strengthening effect of the steel framed brace for existing middle to high rise I-shaped apartment complex buildings designed before 1981. The proposed method considers the displacement and strength ratio of flexural to shear. The applicability and effectiveness of the proposed method is verified by static load incremental analysis and dynamic response analysis of an example model building.
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