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根据地震作用下高层建筑结构的变形特点，提出了计算剪力墙构件最大受力层间位移的计算公式，并结合工程实例进行了分析．建议对墙、柱的最大受力层间位移角限值宜区别对待
According to the deformation characteristics of high-rise building structures under seismic action, the formulas for calculating the maximum force-to-layer displacements of the shear wall members are proposed and analyzed with engineering examples. It is suggested that the maximum stress layer displacement angle between walls and columns should be treated differently.