FEM Matlab source code

__MACOSX\MATLABsoftware\._.DS_Store
........\..............\._bucklingMindlinPlate3Dof.m
........\..............\._drawEigenmodes1D.p
........\..............\._drawEigenmodes2D.p
........\..............\._drawingEigenmodes.p
........\..............\._drawingField.p
........\..............\._drawingMesh.p
........\..............\._EssentialBC.m
........\..............\._EssentialBC5dof.m
........\..............\._forcesInElementGrid.m
........\..............\._formForceVectorMindlinQ4.m
........\..............\._formForceVectorMindlinQ45dof.m
........\..............\._formGeometricStiffnessMindlinQ4.m
........\..............\._formGeometricStiffnessMindlinQ45dof.m
........\..............\._formMassMatrixMindlinQ4.m
........\..............\._formMassMatrixMindlinQ4laminated5dof.m
........\..............\._formMatricesMindlinQ4.m
........\..............\._formStiffness2D.m
........\..............\._formStiffness2Dframe.m
........\..............\._formStiffness2Dtruss.m
........\..............\._formStiffness3Dframe.m
........\..............\._formStiffness3Dtruss.m
........\..............\._formStiffnessBernoulliBeam.m
........\..............\._formStiffnessBucklingMindlinQ4.m
........\..............\._formStiffnessBucklingTimoshenkoBeam.m
........\..............\._formStiffnessGrid.m
........\..............\._formStiffnessMassTimoshenkoBeam.m
........\..............\._formStiffnessMatrixMindlinQ4.m
........\..............\._formStiffnessMatrixMindlinQ45laminated5dof.m
........\..............\._formStiffnessMindlinQ4.m
........\..............\._formStiffnessTimoshenkoBeam.m
........\..............\._gaussQuadrature.m
........\..............\._Jacobian.m
........\..............\._materialProblem21.m
........\..............\._outputDisplacementsReactions.m
........\..............\._placaFSDTQ4DOF5SRINIVAS.m
........\..............\._problem1.m
........\..............\._problem10.m
........\..............\._problem10a.m
........\..............\._problem11.m
........\..............\._problem11a.m
........\..............\._problem11b.m
........\..............\._problem12.m
........\..............\._problem13.m
........\..............\._problem14.m
........\..............\._problem15.m
........\..............\._problem16.m
........\..............\._problem16Buckling.m
........\..............\._problem16Buckling.m~
........\..............\._problem16vibrations.m
........\..............\._problem16vibrationsSchultz.m
........\..............\._problem17.m
........\..............\._problem17vibrations.m
........\..............\._problem18.m
........\..............\._problem19.m
........\..............\._problem19Buckling.m
........\..............\._problem19BucklingLaminated.m
........\..............\._problem19Vibrations.m
........\..............\._problem1a.m
........\..............\._problem1b.m
........\..............\._problem2.m
........\..............\._problem20.m
........\..............\._problem21.m
........\..............\._problem22.m
........\..............\._problem3.m
........\..............\._problem3a.m
........\..............\._problem4.m
........\..............\._problem5.m
........\..............\._problem5a.m
........\..............\._problem6.m
........\..............\._problem7.m
........\..............\._problem8.m
........\..............\._problem9.m
........\..............\._problem9a.m
........\..............\._rectangularMesh.p
........\..............\._shapeFunctionL2.m
........\..............\._shapeFunctionQ4.m
........\..............\._solution.m
........\..............\._srinivasMaterial.m
........\..............\._SrinivasStress.m
........\..............\._stresses2D.m
........\..............\._stresses2Dtruss.m
........\..............\._stresses3Dtruss.m
........\..............\._vigaTimoshenkoBuckling.m
........\MATLABsoftware
........\..............WithStructures\._.DS_Store
........\............................\._outputDisplacementsReactionsstructure.m
........\............................\._problem19Structure.m
........\............................\._problem1structure.m
........\................

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