Study Properties for Structural Analysis

Study Properties(StructuralControl)

Property (propName)	Type (Type)	Flag (scriptKeyName)	Description
EigenOrder	Flag		The number of eigen values
ShiftFrequency	Double		The shift frequency
StructuralSolverType	Flag	0 or Original 1 or MKL	The flag of structural solver type Use original solver Use MKL solver
Tolerance	Double		The value of iterative convergence tolerance
MaxIteration	Flag		The maximum number of iterations
ReferEigenResult	Flag	0 or Off 1 or On	The flag referred eigen mode result The analysis result in eigen mode is not referred to The analysis result in eigen mode is referred to
EigenResultFile	String		The analysis result file in eigen mode
%2dShellElementType	Flag	1 or Plane Stress 2 or Plane Strain	The flag to 2D shell element type. Use plane stress element type. Use plane strain element type.
Stress	Flag	0 or Off 1 or On	The flag for output of stress results The stress result won't be put into a result file The stress result will be put into a result file
Strain	Flag	0 or Off 1 or On	The flag for output of strain results The strain result won't be put into a result file The strain result will be put into a result file
Force	Flag	0 or Off 1 or On	The flag for output of force results The force result won't be put into a result file The force result will be put into a result file
Velocity	Flag	0 or Off 1 or On	The flag for output of velocity results The velocity result won't be put into a result file The velocity result will be put into a result file
Acceleration	Flag	0 or Off 1 or On	The flag for output of acceleration results The acceleration result won't be put into a result file The acceleration result will be put into a result file
ElectricPotential	Flag	0 or Off 1 or On	The flag for output of electric potential The electric potential result won't be put into a result file The electric potential result will be put into a result file
OnlyTableResults	Flag		The flag to output only table results
SolverReportFile	Flag	0 or Off 1 or On	The flag for output solver report file Not output the solver report file. Output the solver report file.
EigenResultFile_DataSourceType	Flag	0 or ResultFile 1 or ProjectFile 2 or CurrentProject 3 or AnalysisGroup	Specified data source type for plot file use result file for data source type. use project file for data source type. use current project for data source type. use analysis group for data source type.
EigenResultFile_ProjectFile	String		Specified project file for project file type
EigenResultFile_ProjectFile_StudyId	Flag		Specified study id for project file type
EigenResultFile_ProjectFile_CaseId	Flag		Specified case id for project file type
EigenResultFile_CurrentProject_StudyId	Flag		Specified study id for current project type
EigenResultFile_CurrentProject_CaseId	Flag		Specified case id for current project type
EigenResultFile_AnalysisGroup_StudyId	Flag		Specified study id for analysis group type
EigenResultFile_CoordinateId	Coordinate		The coordinate system for reference.
CsvOutputPath	String		The output path for the csv files
CsvResultTypes	String		The list of result types to output the csv files
CsvOutputResponseData	Flag		CSV file output response value
CsvOutputInductanceData	Flag		CSV file output efficiency map inductance values
CsvOutputProbe	Flag		CSV file output probe value
CsvOutputSection	Flag		CSV file output section graph value
CsvOutputCalculation	Flag		CSV file output calculation value
CsvOutputObjectiveData	Flag		CSV file output objective value
CsvComponentType	Flag	0 or RealImaginary 1 or AmplitudePhase 2 or RMS	Flag of component output type Output real and imaginary Output amplitude and phase Output rms
CsvDivisionType	Flag	0 or Off 1 or On	Flag of divide CSV file output by specified number of cases Do not divide Divide CSV output
CsvDivisionCase	Flag		Specified number of cases
OutputControlType	Flag	0 or SpecifyOutputResultItems 1 or OutputTableOnly 2 or DeleteResultFiles	The output control type Specify Result Items to be Output. Output only table results. Delete result files.
LogOutputLevel	Flag	0 or Debug 1 or Information 2 or Warning 3 or Error	The log output level Debug Information Warning Error
ContactPressure	Flag	0 or Off 1 or On	The flag for output contact pressure result Not output the contact pressure Output the contact pressure
DampingCalculationType	Flag	0 or DirectInput 1 or Calculate	The type of damping calculation Direct Input of damping calculation Calculate damping from frequency
Alpha	Double		The alpha parameter for Rayleigh damping
Beta	Double		The beta parameter for Rayleigh damping
Frequency1	Double		The first frequency for damping
Frequency2	Double		The second frequency for damping
DampingRatio1	Double		The first ratio for damping
DampingRatio2	Double		The second ratio for damping
Coupling	Flag	0 or Off 1 or On	The flag for coupling analysis The coupling analysis is not executed. The coupling analysis is executed.
ContactTolerance	Double		The contact convergence tolerance
ContactMaxIteration	Flag		The maximum number of contact iterations
InitialCondition	Flag	0 or ZeroDisplacement 0 or Off 1 or UsePreviousStructuralAnalysisResult 1 or On 2 or SolveStaticAnalysis	Set the initial condition No initial displacement The analysis result in structural static is not referred to The analysis result in structural static is referred to The analysis result in structural static is referred to Solve static analysis for initial condition
StaticResultFile	String		The analysis result file in structural static
UseStressStiffness	Flag	0 or Off 1 or On	The flag of initial stress stiffening Not use initial stress stiffening. Use initial stress stiffening
NonlinearConvergenceTolerance	Double		The nonlinear convergence tolerance
LoadControl	Flag	0 or Manual 1 or Auto	The load control. The manual control. The automatic control.
MaxNonlinearIterations	Flag		The maximum number of non linear iterations
NonlinearLoadIncrements	Flag		The value of non linear load increments
TargetIterations	Flag		The target iterations
UseModifiedNewtonRaphson	Flag	0 or Off 1 or On	The flag of modified Newton-Raphson Not using modified Newton-Raphson. Use modified Newton-Raphson
MaxModifiedNewtonRaphsonIterations	Flag		The maximum number of Newton-Raphson iterations
ModifiedNewtonRaphsonConvergenceTolerance	Double		The Newton-Raphson convergence tolerance
ApplyAutoLoad	Flag	0 or Off 1 or On	The flag to apply auto load Do not apply auto load Apply auto load
AutoLoadInitFactor	Double		The initial factor of auto load-increment
AutoLoadRatio	Double		The common ratio of auto load-increment
ContactMethod	Flag	0 or Penalty 1 or AugmentedLagrangian 2 or MethodOfSprings	The contact method. The penalty contact method. The augmented lagrangian method. The method of springs.
UseIterativePenaltyFactorAdjustment	Flag	0 or OFF 1 or ON	The flag to use iterative penalty factor adjustment. Don't use iterative penalty factor adjustment. Use iterative penalty factor adjustment.
NormalAugmentation	Flag	0 or Off 1 or On	The flag to augment normal contact force. The normal contact force is not augmented. The normal contact force is augmented.
TangentialAugmentation	Flag	0 or Off 1 or On	The flag to augment tangential contact force. The tangential contact force is not augmented. The tangential contact force is augmented.
PlasticStrain	Flag	0 or Off 1 or On	The flag for output of plastic strain results The plastic strain result won't be put into a result file The plastic strain result will be put into a result file
ContactForce	Flag	0 or Off 1 or On	The flag for output of contact force results The contact force result won't be put into a result file The contact force result will be put into a result file
StaticResultFile_DataSourceType	Flag	0 or ResultFile 1 or ProjectFile 2 or CurrentProject 3 or AnalysisGroup	Specified data source type for plot file use result file for data source type. use project file for data source type. use current project for data source type. use analysis group for data source type.
StaticResultFile_ProjectFile	String		Specified project file for project file type
StaticResultFile_ProjectFile_StudyId	Flag		Specified study id for project file type
StaticResultFile_ProjectFile_CaseId	Flag		Specified case id for project file type
StaticResultFile_CurrentProject_StudyId	Flag		Specified study id for current project type
StaticResultFile_CurrentProject_CaseId	Flag		Specified case id for current project type
StaticResultFile_AnalysisGroup_StudyId	Flag		Specified study id for analysis group type
StaticResultFile_CoordinateId	Coordinate		The coordinate system for reference.

DSCommonNonDMP(DSCommonNonDMP)

DSCommonNonDMP properties

Property (propName)	Type (Type)	Flag (scriptKeyName)	Description
UseMultiCPU	Flag	0 or NonParallel 0 or Off 1 or SMP 1 or On	Flag for the use of multi cpu Do not use multi cpu Do not use multi cpu Use SMP Use SMP
MultiCPU	Flag		Degree of parallelism for SMP

Modal Damping(ModalDamping)

Property (propName)	Type (Type)	Flag (scriptKeyName)	Description
Type	Flag	0 or Constant 1 or PointArray 2 or OrderPointArray	The modal type. The constant type. The point frequency array type. The point order array type.
Damping	Double		The modal damping value
DampingTable	Table		The modal damping versus frequency table
DampingOrderTable	Table		The modal damping versus order table

Structural Step(StructuralStep)

Property (propName)	Type (Type)	Flag (scriptKeyName)	Description
Step	Flag		The number of analysis steps
StepType	Flag	0 or Simple 1 or Uniform 2 or Frequency 2 or Array	The step type: simple = 0, uniform = 1 , frequency = 2 The interval step The steps has uniform intervals The steps is defined by frequency point array. time arrayl table
FrequencyStep	Double		The value of frequency step
Initialfrequency	Double		The initial frequency
StartPoint	Double		The value of start point
EndPoint	Double		The value of end point
StepDivision	Flag		The division of steps
Nonlinear	Table		The nonlinear vs frequency point array
Division	Table		The frequency vs division point array
Frequency	Table		The step frequency table
TimeStep	Double		The value of time step
TimeArray	Table		The interval time array table