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根据框架－剪力墙结构承受倒三角形荷载时框架所分配到的实际水平分布荷载，严格推导了框架考虑柱轴向变形的等效剪切刚度计算公式，并给出了算例和结论。
According to the actual horizontal distributed load distributed by the frame when the frame-shear wall structure receives the inverted triangle load, the equivalent shear stiffness calculation formula for the axial deformation of the frame is deduced strictly, and examples and conclusions are given.