本文提出了双肢剪刀墙的二阶分析方法。首先利用连续化的概念,导出双肢墙在水平及竖向荷载共同作用下的基本微分方程,然后用有限差分法对导出的基本微分方程进行数值求解,并把计算结果与一阶分析的结果进行了比较。 This paper proposes a second-order analysis method for the double limb scissors wall. Firstly, the concept of continuity is used to derive the basic differential equations of the double-limb wall under the combined action of horizontal and vertical loads. Then the derived differential equations are numerically solved by the finite difference method, and the results are compared with the results of the first-order analysis. Compare it.