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User Guide
API Reference
Backends
Development
COMPAS Framework
GitHub
Discourse
PyPI
model
Model
Part
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
BeamSection
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
problem
Problem
Step
GeneralStep
_Perturbation
ModalAnalysis
ComplexEigenValue
StaticStep
LinearStaticPerturbation
BucklingAnalysis
DynamicStep
QuasiStaticStep
DirectCyclicStep
_PrescribedField
PrescribedTemperatureField
Load
PrestressLoad
GravityLoad
TributaryLoad
HarmonicPointLoad
HarmonicPressureLoad
ThermalLoad
LoadCombination
GeneralDisplacement
job
InputFile
ParametersFile
results
Result
DisplacementResult
StressResult
MembraneStressResult
ShellStressResult
SolidStressResult
DisplacementFieldResults
ReactionFieldResults
StressFieldResults
Units
API Reference
BucklingAnalysis
BucklingAnalysis.to_hdf5
BucklingAnalysis.to_hdf5
BucklingAnalysis.
to_hdf5
(
**
kwargs
)
[source]
On this page
BucklingAnalysis.to_hdf5()