《matlab有限元分析与应用》源代码

[{"title":"（ 60 个子文件 28KB ） 《matlab有限元分析与应用》源代码","children":[{"title":"matlab","children":[{"title":"PlaneTrussElementLength.m <span style='color:#111;'> 366B </span>","children":null,"spread":false},{"title":"PlaneFrameInclinedSupport.m <span style='color:#111;'> 534B </span>","children":null,"spread":false},{"title":"QuadraticBarElementStiffness.m <span style='color:#111;'> 498B </span>","children":null,"spread":false},{"title":"BilinearQuadAssemble.m <span style='color:#111;'> 2.95KB </span>","children":null,"spread":false},{"title":"QuadraticQuadElementArea.m <span style='color:#111;'> 665B </span>","children":null,"spread":false},{"title":"GridElementForces.m <span style='color:#111;'> 823B </span>","children":null,"spread":false},{"title":"SpaceFrameElementMomentZDiagram.m <span style='color:#111;'> 464B </span>","children":null,"spread":false},{"title":"LinearBarElementStresses.m <span style='color:#111;'> 351B 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style='color:#111;'> 453B </span>","children":null,"spread":false},{"title":"QuadTriangleAssemble.m <span style='color:#111;'> 6.08KB </span>","children":null,"spread":false},{"title":"PlaneTrussAssemble.m <span style='color:#111;'> 1.04KB </span>","children":null,"spread":false},{"title":"QuadTriangleElementArea.m <span style='color:#111;'> 441B </span>","children":null,"spread":false},{"title":"GridElementLength.m <span style='color:#111;'> 329B </span>","children":null,"spread":false},{"title":"QuadTriangleElementPStresses.m <span style='color:#111;'> 505B </span>","children":null,"spread":false},{"title":"BeamElementMomentDiagram.m <span style='color:#111;'> 377B </span>","children":null,"spread":false},{"title":"PlaneTrussElementForce.m <span style='color:#111;'> 460B </span>","children":null,"spread":false},{"title":"BeamElementStiffness.m <span style='color:#111;'> 499B </span>","children":null,"spread":false},{"title":"BeamElementShearDiagram.m <span style='color:#111;'> 367B </span>","children":null,"spread":false},{"title":"LinearTriangleElementPStresses.m <span style='color:#111;'> 515B </span>","children":null,"spread":false},{"title":"PlaneTrussElementStiffness.m <span style='color:#111;'> 650B </span>","children":null,"spread":false},{"title":"BilinearQuadElementPStresses.m <span style='color:#111;'> 505B </span>","children":null,"spread":false},{"title":"PlaneFrameElementShearDiagram.m <span style='color:#111;'> 433B </span>","children":null,"spread":false},{"title":"BilinearQuadElementStiffness.m <span style='color:#111;'> 1.92KB </span>","children":null,"spread":false},{"title":"SpaceFrameElementForces.m <span style='color:#111;'> 1.87KB </span>","children":null,"spread":false},{"title":"PlaneTrussElementStress.m <span style='color:#111;'> 439B </span>","children":null,"spread":false},{"title":"QuadraticBarElementForces.m <span style='color:#111;'> 319B </span>","children":null,"spread":false},{"title":"PlaneFrameElementMomentDiagram.m <span style='color:#111;'> 443B </span>","children":null,"spread":false},{"title":"LinearBarAssemble.m <span style='color:#111;'> 529B </span>","children":null,"spread":false},{"title":"LinearTriangleElementStresses.m <span style='color:#111;'> 1.39KB </span>","children":null,"spread":false},{"title":"PlaneFrameElementForces.m <span style='color:#111;'> 831B </span>","children":null,"spread":false},{"title":"QuadTriangleElementStresses.m <span style='color:#111;'> 2.80KB </span>","children":null,"spread":false},{"title":"PlaneFrameAssemble.m <span style='color:#111;'> 1.85KB </span>","children":null,"spread":false},{"title":"QuadraticQuadElementStresses.m <span style='color:#111;'> 3.26KB </span>","children":null,"spread":false},{"title":"GridAssemble.m <span style='color:#111;'> 1.80KB </span>","children":null,"spread":false},{"title":"BilinearQuadElementArea.m <span style='color:#111;'> 655B </span>","children":null,"spread":false},{"title":"LinearTriangleElementStiffness.m <span style='color:#111;'> 1.34KB </span>","children":null,"spread":false},{"title":"GridElementStiffness.m <span style='color:#111;'> 912B </span>","children":null,"spread":false},{"title":"QuadraticBarAssemble.m <span style='color:#111;'> 695B </span>","children":null,"spread":false},{"title":"PlaneFrameElementLength.m <span style='color:#111;'> 366B </span>","children":null,"spread":false},{"title":"LinearBarElementForces.m <span style='color:#111;'> 303B </span>","children":null,"spread":false},{"title":"LinearBarElementStiffness.m <span style='color:#111;'> 430B </span>","children":null,"spread":false},{"title":"SpaceFrameElementShearYDiagram.m <span style='color:#111;'> 453B </span>","children":null,"spread":false},{"title":"PlaneTrussInclinedSupport.m <span style='color:#111;'> 434B </span>","children":null,"spread":false},{"title":"BeamElementForces.m <span style='color:#111;'> 253B </span>","children":null,"spread":false},{"title":"QuadraticQuadElementStiffness.m <span style='color:#111;'> 3.38KB </span>","children":null,"spread":false},{"title":"QuadraticBarElementStresses.m <span style='color:#111;'> 401B </span>","children":null,"spread":false},{"title":"BilinearQuadElementStiffness2.m <span style='color:#111;'> 2.13KB </span>","children":null,"spread":false},{"title":"QuadraticQuadElementPStresses.m <span style='color:#111;'> 510B </span>","children":null,"spread":false},{"title":"SpaceFrameAssemble.m <span style='color:#111;'> 6.36KB </span>","children":null,"spread":false},{"title":"SpaceFrameElementAxialDiagram.m <span style='color:#111;'> 432B </span>","children":null,"spread":false},{"title":"BeamAssemble.m <span style='color:#111;'> 1013B </span>","children":null,"spread":false},{"title":"SpaceFrameElementMomentYDiagram.m <span style='color:#111;'> 464B </span>","children":null,"spread":false}],"spread":false}],"spread":true}]