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有限元程序。用c语言开发的三角形有限元程序。可以计算偎依，应力。而且是动态存储空间分配。-finite element program. C language used by the triangular finite element program. Looks can be calculated and stress. It is a dynamic storage allocation.
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用三结点三角形平面单元计算平面结构的应力和位移。-Three-node triangular plane element planar structure of the stress and displacement.
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a programm to generate triangular for finite element method
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平面三角形单元有限元源程序,非常好的有限元程序，对初学者很有帮助-Plane triangular element finite element source
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Ani2D解决了系统的偏微分方程与变张量系数非结构化自适应三角网格。它提供了4便携式图书馆：网格生成，数据为基础的网格适应，有限元discretizations ，并特设求解。-Ani2D solves systems of PDEs with variable tensor coefficients on unstructured adaptive triangular meshes. It provides 4 portable libraries: mesh generation, met
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三角形单元的后处理程序!-Triangular element post-processing !!!!!!!!!!!!! 111
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我博士毕业的6节点薄厚通用三角形单元，可以计算任何厚度的板，包括深受弯构件-I am a graduate of six nodes, Dr. Bo Hou generic triangular element, we can calculate the thickness of any board, including the much-bending moment
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利用DELAUNEY三角化方法生成非结构三角网格，可用于有限元或有限体积法网格的自动划分-Triangulation method using DELAUNEY generate unstructured triangular meshes, can be used for finite element or finite volume Mesh automatic classification
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本程序可用作平面杆系结构问题计算，它运用三角形单元来进行分析计算-The procedure used for computing the plane frame structure, which analyzes the use of triangular element to calculate
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对有限元中三角单元划分及计算采用VB进行编译，FEMT3.DAT有限元初始编码文件，程序以此为例。-used in finite element analysis, especially for those divided into triangular elements.
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FEMPACK is a collection of some simple routines for implementing the finite element method. The emphasis is on simplicity and clarity. Currently, only the 2D case is handled, with a choice of low order triangular and quadrilateral elements.-FEMPAC
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数值计算第二章编程作业：高斯顺序消元法、列选主元、三角分解法（Doolittle分解、Crout 分解）、全选主元、平方根法、追赶法解线性方程组-Order Gaussian elimination method, column pivoting, triangular decomposition (Doolittle, decomposition, decomposition Crout s), Select the main element, the square root of the
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非结构网格生成，可以生成三角形、有限元网格，供参考学习。-Non-structural, can generate the triangular mesh generation, finite element mesh for learning.
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Fortran语言编写的三角形单元的源程序 Fortran语言编写的三角形单元的源程序 Fortran语言编写的三角形单元的源程序 Fortran语言编写的三角形单元的源程序 Fortran语言编写的三角形单元的源程序 Fortran语言编写的三角形单元的源程序 Fortran语言编写的三角形单元的源程序 Fortran语言编写的三角形单元的源程序 -triangular element finite element
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该程序功能是使数组左下半三角元素的值会全部置成0。其中左下半三角元素的下标特点是列下标小于或等于行下标。-The program function is to enable all left the lower triangle of the array element values will be reset to 0.Lower triangular elements of the left subscr ipt subscr ipt is characterized by column
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平面有限元程序算法，平面刚架桁架，纯弹性解，后处理，-Triangular grid finite element program, pure elastic solution, post-processing
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fortran初学者 有限元法运用常应变三角形单元解弹性力学平面问题-the fortran beginners finite element method for the use of constant strain triangular element solution of plane problems in elasticity
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三角形及矩形单元有限元主程序（Matlab）-Triangular and rectangular element finite- element-method main program (Matlab)
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!本程序主要用来解决二维平面应力弹性问题（带厚度），在f90上调试通过。
!包含主程序STRESS和三个字程序ELSTMX(KK)、MODIFY、DCMPBD和SLVBD
!主程序主要进行基本的输入输出以及最大半带宽的计算，组装总体刚度矩阵计算的应力应变值
!子程序elstmx(kk)计算刚度系数矩阵，生成第kk单元的刚度矩阵k
!子程序MODIFY输入节点的集中力，边界节点的位移，对总体刚度矩阵和位移数组和节点力数组作修改
!子程序DEMPBD用高斯消元法将半带宽的矩阵变成
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Fortran软件及三节点三角形单元，八节点等参单元等几个单元应力分析源程序(Fortran software and three node triangular element, eight node isoparametric element and several other element stress analysis source program)
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