__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

........\................