The analytical result proofed by finite element method (FEM) indicates the same results by two methods.
通过有限元法验证解析结果，两种方法所得结果吻合较好。
Derivation and analytical process of calculating shears in triangular element with finite element methods are given.
基于上述关系推导了三角形薄板单元的剪力求解过程，然后给出了具体的分析步骤。
On the basis of appraising the existing analytical methods of slope stability, the plastic limit analysis using finite elements is put forward to analyze the slope stability.
在评价现有边坡稳定分析方法的基础上，提出了边坡稳定的有限元塑性极限分析方法。
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