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采用SATWE,MIDAS软件,对某高层商住楼进行计算分析,介绍了传力直接明确、传力路径清晰的梁式转换复杂高层部分框支-剪力墙结构,通过分析计算和采取构造措施避免了框支梁上墙体超筋,框支梁梁端采用抗剪钢板以提高其抗剪承载力,在框支柱中设置芯柱以提高其延性和变形能力,并给出了关键节点具体施工构造详图,同时对施工控制注意事项做了一些规定。
Using SATWE and MIDAS software, a high-rise commercial-residential building is calculated and analyzed. The beam-shear wall structure with high force transmission and clear force transmission path is introduced, which can be avoided by analyzing and calculating and adopting structural measures The frame beam on the wall of the super-reinforcement, frame beam beam end of the shear plate to improve its shear capacity, the column pillar column set to improve its ductility and deformation capacity, and gives the specific construction of key nodes Construction details, at the same time on the construction control precautions to make some provisions.