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通过对高层建筑水平加强层处建立协调变形方程，求解设置加强层的最优位置值的方法，对设置三个水平加强层不考虑加强层弯曲变形及设置两个水平加强层考虑其弯曲变形的两种情况进行分析，从而得出设置加强层最优位置的相关结论．
Through the establishment of a coordinated deformation equation at the horizontal reinforcement layer of a high-rise building to solve the method of setting the optimal position value of the reinforcement layer, the three horizontal reinforcement layers are not considered in consideration of the bending deformation of the reinforcement layer and two horizontal reinforcement layers are provided to consider the bending deformation thereof. Two cases are analyzed to obtain the relevant conclusions for setting the optimal position of the reinforcement layer.