介绍了用奇异函数求解具有变参数剪力墙结构内力的新方法．首先引入奇异函数来描述剪力墙的变参数，得到连续的墙肢位移函数，再以连梁剪力为未知量，利用变形协调条件建立剪力墙结构分析的矩阵方程，最后解方程得到结构内力．比较其它简化方法，奇异函数法求解更为简单、明确 This paper introduces a new method to solve the internal forces of a shear wall structure with variable parameters using singular functions. First, the singularity function is introduced to describe the variable parameters of the shear wall, and the continuous wall-limb displacement function is obtained. Then the shear force of the coupled beam is unknown, and the matrix equation of the shear wall structure analysis is established by using the deformation coordination condition. Finally, the equation is solved to obtain the structure. Internal force. Compared with other simplified methods, singular function method is more simple and clear