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Site Navigation
User Guide
API Reference
Backends
Development
COMPAS Framework
GitHub
Discourse
PyPI
job
InputFile
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model
Model
DeformablePart
RigidPart
Node
_Element
MassElement
BeamElement
SpringElement
TrussElement
StrutElement
TieElement
ShellElement
MembraneElement
_Element3D
TetrahedronElement
HexahedronElement
_BeamEndRelease
BeamEndPinRelease
BeamEndSliderRelease
_Constraint
_MultiPointConstraint
TieMPC
BeamMPC
TieConstraint
_Material
UserMaterial
Stiff
ElasticIsotropic
ElasticOrthotropic
ElasticPlastic
Concrete
ConcreteSmearedCrack
ConcreteDamagedPlasticity
Steel
Timber
_Section
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SpringSection
AngleSection
BoxSection
CircularSection
HexSection
ISection
PipeSection
RectangularSection
ShellSection
MembraneSection
SolidSection
TrapezoidalSection
TrussSection
StrutSection
TieSection
MassSection
_BoundaryCondition
GeneralBC
FixedBC
PinnedBC
ClampBCXX
ClampBCYY
ClampBCZZ
RollerBCX
RollerBCY
RollerBCZ
RollerBCXY
RollerBCYZ
RollerBCXZ
_InitialCondition
InitialTemperatureField
InitialStressField
_Group
NodesGroup
ElementsGroup
FacesGroup
PartsGroup
postprocess
principal_stresses
problem
Problem
Step
GeneralStep
_Perturbation
ModalAnalysis
ComplexEigenValue
StaticStep
LinearStaticPerturbation
BucklingAnalysis
DynamicStep
QuasiStaticStep
DirectCyclicStep
_PrescribedField
PrescribedTemperatureField
Load
PrestressLoad
NodeLoad
EdgeLoad
FaceLoad
GravityLoad
TributaryLoad
HarmonicPointLoad
HarmonicPressureLoad
ThermalLoad
LoadCombination
GeneralDisplacement
Pattern
NodeLoadPattern
PointLoadPattern
LineLoadPattern
AreaLoadPattern
VolumeLoadPattern
FieldOutput
HistoryOutput
results
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DisplacementResult
StressResult
MembraneStressResult
ShellStressResult
SolidStressResult
DisplacementFieldResults
ReactionFieldResults
StressFieldResults
Units
Utilities
API Reference
Model
Model.restart_analysis
Model.restart_analysis
Model.
restart_analysis
(
**
kwargs
)
[source]
On this page
Model.restart_analysis()