本文综合考虑了建筑物的高度、结构自重、变形控制限值、地震烈度及场地条件等影响剪力墙用量的因素,提出确定框剪结构剪力墙合理用量的原则和方法;按不同变形控制值给出了大体上适于选用框剪结构体系的范围;进而提出了在不同设防烈度及场地土条件下确定剪力墙数量的实用图表及简单公式。 This paper comprehensively considers the factors such as the height of the building, the weight of the structure, the limit of deformation control, the seismic intensity and site conditions, etc. The factors affecting the use of the shear wall are proposed. The principles and methods for determining the reasonable amount of the shear wall of the frame-shear structure are proposed; The values ​​give a broad range of frame-scissor structural systems, and then put forward practical charts and simple formulas for determining the number of shear walls under different fortification and site conditions.