MATLABFEM\Bar1D2Node\Bar1D2Node_Assembly.m
.........\..........\Bar1D2Node_Forces.m
.........\..........\Bar1D2Node_Stiffness.m
.........\..........\Bar1D2Node_Stress.m
.........\...2D2Node\Bar2D2Node_Assembly.m
.........\..........\Bar2D2Node_Forces.m
.........\..........\Bar2D2Node_Stiffness.m
.........\..........\Bar2D2Node_Stress.m
.........\..........\[典型例题]3_2_5(1).m
.........\.eam1D2Node\Beam1D2Node _Deflection.m
.........\...........\Beam1D2Node_Assembly.m
.........\...........\Beam1D2Node_Stiffness.m
.........\...........\Beam1D2Node_Strain.m
.........\...........\Beam1D2Node_Stress.m
.........\....2D2Node\Beam2D2Node_Assemble.m
.........\...........\Beam2D2Node_Stiffness.m
.........\...........\BeamForces.m
.........\...........\[MATLAB算例]3_3_7(2).asv
.........\...........\[MATLAB算例]3_3_7(2).m
.........\FEM2D\constrain.txt
.........\.....\element.txt
.........\.....\elem_stress.dat
.........\.....\FEM2D_MAIN.m
.........\.....\force.txt
.........\.....\FOR_POST.dat
.........\.....\node.txt
.........\.....\node_displace.dat
.........\.....\node_stress.dat
.........\.....\Triangle2D3Node_Assembly.m
.........\.....\Triangle2D3Node_Stiffness.m
.........\.....\Triangle2D3Node_Strain.m
.........\.....\Triangle2D3Node_Stress.m
.........\.....\[MATLAB程序]6_1_2(1).m
.........\Hexahedral3D8Node\Hexahedral3D8Node_Assembly.m
.........\.................\Hexahedral3D8Node_Stiffness.m
.........\.................\Hexahedral3D8Node_Stress.m
.........\.................\[MATLAB算例]4_8_2(1).m
.........\Quad2D4Node\Quad2D4Node_Assembly.m
.........\...........\Quad2D4Node_Stiffness.m
.........\...........\Quad2D4Node_Stress.m
.........\...........\[MATLAB算例]4_7_2(1).m
.........\Tetraheron3D4Node\Tetrahedron3D4Node_Assembly.m
.........\.................\Tetrahedron3D4Node_Stiffness.m
.........\.................\Tetrahedron3D4Node_Stress.m
.........\.................\[MATLAB算例]4_8_1(1).m
.........\.riangle2D3Node\Triangle2D3Node_Assembly.m
.........\...............\Triangle2D3Node_Stiffness.m
.........\...............\Triangle2D3Node_Stress.m
.........\...............\[MATLAB算例]4_7_1(2).m
.........\[典型例题]5_3(6)斜支座的处理.m
.........\Bar1D2Node
.........\Bar2D2Node
.........\Beam1D2Node
.........\Beam2D2Node
.........\FEM2D
.........\Hexahedral3D8Node
.........\Quad2D4Node
.........\Tetraheron3D4Node
.........\Triangle2D3Node
MATLABFEM