提出高层建筑框支剪力墙结构简化分析的超元法 ,即在通常的假定下 ,对上部剪力墙部分经连续化处理以后 ,简化为等效柱 ,底层框架部分在柱顶转角、侧移相等的假定下 ,视为等代柱 ,整个结构视为一个悬臂柱 ,然后按楼层划分成超级单元 ,用矩阵位移法分析。该法结构自由度很少 ,计算十分方便 The super element method for the simplified analysis of frame-supported shear wall structure of high-rise building is proposed. That is to say, under the normal assumption, after the continuous treatment of the upper shear wall, it is simplified as the equivalent column. Under the assumption of equal shift, the equivalent structure is regarded as an equivalent column. The whole structure is considered as a cantilever column, which is then divided into super units by floors and analyzed by the matrix displacement method. The freedom of the structure of the law is very small, the calculation is very convenient