Using the finite element method simulates potential distribution under certain conditions.

matlab for FDTD\M-Files\BeamAssemble.m
...............\.......\BeamElementForces.m
...............\.......\BeamElementMomentDiagram.m
...............\.......\BeamElementShearDiagram.m
...............\.......\BeamElementStiffness.m
...............\.......\BilinearQuadAssemble.m
...............\.......\BilinearQuadElementArea.m
...............\.......\BilinearQuadElementPStresses.m
...............\.......\BilinearQuadElementStiffness.m
...............\.......\BilinearQuadElementStiffness2.m
...............\.......\BilinearQuadElementStresses.m
...............\.......\GridAssemble.m
...............\.......\GridElementForces.m
...............\.......\GridElementLength.m
...............\.......\GridElementStiffness.m
...............\.......\LinearBarAssemble.m
...............\.......\LinearBarElementForces.m
...............\.......\LinearBarElementStiffness.m
...............\.......\LinearBarElementStresses.m
...............\.......\LinearTriangleAssemble.m
...............\.......\LinearTriangleElementArea.m
...............\.......\LinearTriangleElementPStresses.m
...............\.......\LinearTriangleElementStiffness.m
...............\.......\LinearTriangleElementStresses.m
...............\.......\PlaneFrameAssemble.m
...............\.......\PlaneFrameElementAxialDiagram.m
...............\.......\PlaneFrameElementForces.m
...............\.......\PlaneFrameElementLength.m
...............\.......\PlaneFrameElementMomentDiagram.m
...............\.......\PlaneFrameElementShearDiagram.m
...............\.......\PlaneFrameElementStiffness.m
...............\.......\PlaneFrameInclinedSupport.m
...............\.......\PlaneTrussAssemble.m
...............\.......\PlaneTrussElementForce.m
...............\.......\PlaneTrussElementLength.m
...............\.......\PlaneTrussElementStiffness.m
...............\.......\PlaneTrussElementStress.m
...............\.......\PlaneTrussInclinedSupport.m
...............\.......\QuadraticBarAssemble.m
...............\.......\QuadraticBarElementForces.m
...............\.......\QuadraticBarElementStiffness.m
...............\.......\QuadraticBarElementStresses.m
...............\.......\QuadraticQuadAssemble.m
...............\.......\QuadraticQuadElementArea.m
...............\.......\QuadraticQuadElementPStresses.m
...............\.......\QuadraticQuadElementStiffness.m
...............\.......\QuadraticQuadElementStresses.m
...............\.......\QuadTriangleAssemble.m
...............\.......\QuadTriangleElementArea.m
...............\.......\QuadTriangleElementPStresses.m
...............\.......\QuadTriangleElementStiffness.m
...............\.......\QuadTriangleElementStresses.m
...............\.......\SpaceFrameAssemble.m
...............\.......\SpaceFrameElementAxialDiagram.m
...............\.......\SpaceFrameElementForces.m
...............\.......\SpaceFrameElementLength.m
...............\.......\SpaceFrameElementMomentYDiagram.m
...............\.......\SpaceFrameElementMomentZDiagram.m
...............\.......\SpaceFrameElementShearYDiagram.m
...............\.......\SpaceFrameElementShearZDiagram.m
...............\.......\SpaceFrameElementStiffness.m
...............\.......\SpaceFrameElementTorsionDiagram.m
...............\.......\SpaceTrussAssemble.m
...............\.......\SpaceTrussElementForce.m
...............\.......\SpaceTrussElementLength.m
...............\.......\SpaceTrussElementStiffness.m
...............\.......\SpaceTrussElementStress.m
...............\.......\SpringAssemble.m
...............\.......\SpringElementForces.m
...............\.......\SpringElementStiffness.m
...............\.......\TetrahedronAssemble.m
...............\.......\TetrahedronElementPStresses.m
...............\.......\TetrahedronElementStiffness.m
...............\.......\TetrahedronElementStresses.m
...............\.......\TetrahedronElementVolume.m
...............\M-Files
matlab for FDTD

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