In this paper, the three dimensional elastoplastic analysis of a group pile soil interaction system is made by using the finite prism element method.
应用有限棱柱单元法对群桩与土相互作用系统进行了三维弹塑性分析，并以无限棱柱元模拟半无限空间地基土的边界条件。
The finite element representation of triangular prism and the treatment of boundary conditions ave described.
文中叙述了三棱柱体的单元表达式和边界条件的处理：手法。
The edge finite element interpolation function of 1-forms for prism is derived.
就三梭柱单元导出了棱边有限元法的1-形式线性插值基函数。
应用推荐