Skip to main content
Back to top
Ctrl
+
K
𝜒ara
Overview
Documentation
Interpreters
Python
OpenSeesPy
Tcl
Parallel
Modeling
Model
Nodes
Node
fix
fixX
fixY
fixZ
setNodeCoord
setNodeDisp
setNodeVel
setNodeAccel
setNodePressure
Materials
Uniaxial
Elastic
Plastic
Bouc-Wen
Steel02
Concrete02
Concrete04 – (Popovics)
ASDConcrete1D
InitialStrain
InitialStress
Multiaxial
Elastic Isotropic
Elastic Orthotropic
PlasticJ2
Drucker Prager
Manzari Dafalias
FariaPlasticDamage
Bounding Cam Clay
Pressure Independent Multi Yield
Pressure Dependent Multi Yield
Pressure Dependent Multi Yield 02
Friction
Coulomb Friction
Multi-Linear Velocity Dependent Friction
Velocity Dependent Friction
Velocity and Normal Force Dependent Friction
Velocity and Pressure Dependent Friction
Wrappers
Series3D
Parallel3D
InitStrain
InitStress
Orthotropic
Section
Truss
Frame
Shapes
UniaxialFiber
MultiaxialFiber
Plane
Shell
Element
Frame
PrismFrame
ForceFrame
CosseratFrame
Truss
Plane
Q4-Q9
Q4/SSP
Q4/P0
Q4/E4
Triangle
Shells
ASDShellQ4
ASDShellT3
Solids
Brick
MixedBrick
SSPbrick
Tetrahedron
TenNodeTetrahedron
Joints
BeamColumnJoint
ElasticTubularJoint
Joint2D
Inno3DPnPJoint
LehighJoint2D
Other
ZeroLength
ZeroLength Section
ZeroLengthND Element
ZeroLengthContactASDimplex
BasicLink
FrameLink
ASDEmbeddedNode
ASDAbsorbingBoundary
RockingBC
PML Element
Fluid
FSIFluidBoundaryElement2D
FSIFluidElement2D
FSIInterfaceElement2D
Bearings
Elastomeric Bouc-Wen Bearing (AS2006)
Elastomeric Bearing (Plasticity, AS2006)
ElastomericX (MK2012)
Single Friction Pendulum Bearing (AS2006)
FPBearingPTV (MK2014)
TFP (Triple Friction Pendulum)
TripleFrictionPendulum
TripleFrictionPendulumX
FlatSliderBearing (AS2006)
RJ-Watson EQS Bearing (AS2013)
HDR
LeadRubberX (MK2012)
YamamotoBiaxialHDR
Transformations
Linear
PDelta
Corotational02
Spherical
Quadrature
Lobatto
Legendre
NewtonCotes
Radau
Trapezoidal
CompositeSimpson
UserDefined
FixedLocation
LowOrder
MidDistance
ConcentratedPlasticity
ConcentratedCurvature
UserHinge
HingeMidpoint
HingeRadau
HingeRadauTwo
HingeEndpoint
Constraints
constrain
equalDOF
Diaphragm
Rigid Link
Damping
Rayleigh Damping
Parameters
parameter
setParameter
addToParameter
updateParameter
getParamTags
getParamValue
Region
Remove
Meshing
Surface
block2D
block3D
Mesh
Loading
StaticPattern
NodalLoad
NodalValue
FrameLoad
Analysis
Static Analysis
Proportional
Arc-Length Control
MinUnbalDispNorm
Transient Analysis
Newmark
Generalized Alpha
TRBDF2
Frequency Analysis
modalProperties
Output
Model
nodeCoord
nodeMass
getNodeTags
getFixedNodes
getConstrainedNodes
getNodePressure
getNumElements
eleNodes
getCrdTransfTags
getEleLoadTags
State
getTangent (
printA
)
getResidual
getTime
Recorders
Node Recorder
Envelope Node Recorder
PVD Recorder
MPCO Recorder
GMSH Recorder
nodeResponse
nodeAccel
nodeDisp
nodeVel
nodeRotation
nodeEigenvector
nodeUnbalance
ElementResponse
Element Recorder
eleResponse
Numerics
algorithm
Linear
Newton
Line Search
ModifiedNewton
Quasi Newton
Broyden/BFGS
ExpressNewton
system
BandGeneral
BandSPD
ProfileSPD
SuperLU
Umfpack
FullGeneral
SparseSYM
constraints
Plain Constraints
Penalty
Transformation
Lagrange
Auto Constraint Handler
numberer
Plain
RCM (Reverse Cuthill McKee)
AMD (Alternative Min Degree)
test
Residual
Displacement Increment
Energy Increment
Relative Norm Unbalance
RelativeNormDispIncr
Relative Energy Increment
Total Relative Norm Displacement Increment
Fixed Iterations
Utilities
Units
Gallery
Frames
Orienting Frames
Load factor control
Steel Shear Link
Steel Building
Material
Uniaxial Plasticity
Uniaxial Concrete
Bouc-Wen Material
Multiaxial Concrete
Multiaxial Plasticity
Orthotropic Wrapper
Damage Library
Parallel Multiaxial Material
Drucker-Prager Test
Concrete
Sections
Multiaxial Fibers
Uniaxial Fibers
Moment-Curvature
Plane Elasticity
Quadrilateral Elements
Koyna Dam
Plasticity
Analysis
Nonlinear Static Analysis
Adaptive Transient Analysis
Miscellaneous
Rotated supports
OpenSeesPy
About
Guides
Install
Compile
Develop
Conventions
Guide to Docs
Transitioning
References
Features
Compatibility
Additions
Deprecations
Suspended
Dropped Capabilities
Licensing
Changelog
Cite
Output
Model
getNumElements
getNumElements
Contents
Model.getNumElements()
getNumElements
#
Model.
getNumElements
(
)
#
Return
the
number
of
elements
in
the
model.
Contents
Model.getNumElements()