摘要
在超高层建筑核心筒超前施工过程中,对按规范无法通过局部稳定性验算的核心筒剪力墙墙肢,利用数值软件建立相应模型进行屈曲分析,计算该墙肢的实际计算长度系数,判断该墙肢的实际局部稳定性。该文方法可为同类工程提供参考。
In the constructing advance tube of high-rise building, numerical analysis software was used to buckle on the shear wall which local instability by the code. The actual stability of the shear walls were determined by the real effective length calculated by the buckling. This method can provide reference for similar projects.
引文
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[3]李怀翠,伍小平,苏昱晟.静安大厦核心筒超前施工分析[J].建筑施工,2015,43(5):985-990.
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