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exam3_2
- 等效结点力 单元刚度矩阵的坐标变换 整体刚度矩阵 边界约束条件的处理 -Equivalent nodal force of element stiffness matrix of the overall stiffness of the coordinate transformation matrix to deal with boundary conditions
exam4_1
- 等效结点力 单元刚度矩阵的坐标变换 整体刚度矩阵 边界约束条件的处理 -Equivalent nodal force of element stiffness matrix of the overall stiffness of the coordinate transformation matrix to deal with boundary conditions
exam4_2
- 等效结点力 单元刚度矩阵的坐标变换 整体刚度矩阵 边界约束条件的处理 -Equivalent nodal force of element stiffness matrix of the overall stiffness of the coordinate transformation matrix to deal with boundary conditions
exam4_2_post
- 等效结点力 单元刚度矩阵的坐标变换 整体刚度矩阵 边界约束条件的处理 -Equivalent nodal force of element stiffness matrix of the overall stiffness of the coordinate transformation matrix to deal with boundary conditions
Bond_transformation
- 利用Bond变换计算各向异性介质的刚度系数矩阵-Calculate the stiffness matrix of anisotropy medium using the Bond transformation
juzhen
- 求出结构的矩阵变换，以及朱伯芳25杆桁架优化程序(The matrix transformation of the structure is obtained)