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Introduction
Basic
Basic
Obtain
Configuration
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Syntax
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Example
Example
Structural
Structural
Buckling
Buckling
[★★☆☆☆] Buckling Analysis of A Cantilever Beam
Contact
Contact
[★★★☆☆] Contact Between Beam And Block
[★★★★☆] Contact In 3D Space
Dynamics
Dynamics
[★★★☆☆] Bouncing of A Ball
[★☆☆☆☆] Response Spectrum
[★★☆☆☆] Dynamic Analysis of A Portal Frame
[★★☆☆☆] Elemental Damping
[★★★★★] Integrating Preprocessing with Python
[★★☆☆☆] Mass-Spring-Dashpot System
[★★☆☆☆] Multi-Support Excitation
[★★★★☆] Simulation of Particle Collision
[★★★☆☆] Response History Analysis of An Elastic Coupled Wall
[★★★★☆] Triple Pendulum
Hybrid
Hybrid
[★★★☆☆] Vibration of A Displaced Beam
IGA
IGA
[★★★★★] Linear Analysis of A Single Element
Optimization
Optimization
[★★★★★] Evolutionary Structural Optimization of A Cantilever Beam
Statics
Statics
[★★★★☆] Bending of A Cantilever Beam
[★★★☆☆] Bifurcation of A Cantilever Beam
[★★★☆☆] Double Edge Notched Specimen
[★★★☆☆] Lee's Frame
[★★★☆☆] Notched Beam Under Cyclic Loading
[★★★☆☆] Reinforced Concrete Section Analysis
[★★★★☆] Thin-walled Section For Frame Structures
[★☆☆☆☆] Linear Analysis of A Truss Roof
[★★☆☆☆] Uniform Tension of A Rubber Specimen
Geotechnical
Geotechnical
Triaxial Compression of Sand Using SimpleSand
Solid
Solid
[★★★☆☆] Propagation of A Planar Wave
Miscellaneous
Miscellaneous
Batch Execution for Automation
Developer
Developer
Element Template
Material Template
Collection
Collection
Overview
Define
Define
domain
file
import
node
expression
material
section
element
group
generate
initial
amplitude
bc
load
constraint
modifier
recorder
Configure
Configure
step
criterion
integrator
converger
precheck
analyze
Process
Process
benchmark
clear
clear
Table of contents
Syntax
command
enable/disable/remove
exit
Iterative Solver
magma
materialtest
materialtestbyload
peek
plot
protect
pwd
reset
response_spectrum
save
sdof_response
sectiontest
set
terminal
upsampling
Library
Library
Overview
Amplitude
Amplitude
Amplitude
Universal
Universal
Combine
Constant
Decay
Linear/Ramp
Modulated
Tabular
TabularSpline
Trigonometric
Special
Special
NZ Strong Motion
Constraint
Constraint
Constraint
Embed2D
Embed3D
FixedLength
LJPotential2D
MPC
MaximumGap2D
MaximumGap3D
MinimumGap2D
MinimumGap3D
NodeFacet
NodeLine
ParticleCollision
RestitutionWall
RigidWall
Converger
Converger
Converger
Absolute
Absolute
AbsDisp
AbsError
AbsIncreAcc
AbsIncreDisp
AbsIncreEnergy
AbsResidual
Relative
Relative
RelDisp
RelError
RelIncreAcc
RelIncreDisp
RelIncreEnergy
RelResidual
Other
Other
FixedNumber
Logic
Criterion
Criterion
Criterion
MaxDisplacement
MaxHistory
MaxResistance
MinResistance
MinDisplacement
StrainEnergyEvolution
Element
Element
Beam
Beam
B21
B21E
B21H
B31
B31OS
Beam Element Overview
EB21
EB31OS
F21
F21H
F31
MVLEM
NMB21
NMB21E
NMB31
Orientation
Cube
Cube
C3D20
C3D4
C3D8
C3D8I
CIN3D8
DC3D4
DC3D8
Membrane
Membrane
CST/CSM
Guide
Axisymmetric
Axisymmetric
CAX3
CAX4
CAX8
Drilling
Drilling
Allman
(S)GCMQ
GQ12
Mixed
Mixed
PS
QE2
PFM
PFM
DCP3
DCP4
Plane
Plane
CINP4
CP3
CP4
CP4I
CP5
CP6
CP7
CP8
Porous
Porous
PCPE4DC
PCPE4UC
PCPE8DC
PCPE8UC
Modifier
Modifier
ElementalLee
ElementalNonviscous
LinearViscosity
Modifier
Patch
Patch
Patch
PatchCube
PatchQuad
Plate
Plate
DKT3
DKT4
Mindlin
Shell
Shell
DKTS3
DKTS4
S4
SGCMS
ShellBase
Special
Special
Contact2D
Contact3D
Damper01/Damper03
Damper02/Damper04
Embedded2D
Embedded3D
Joint
Mass
MassPoint
SingleSection
Spring01
Spring02
Tie
TranslationConnector
Truss
Truss
T2D2
T2D2S
T3D2
T3D2S
Group
Group
CustomNodeGroup
ElementGroup
GroupGroup
NodeGroup
Integrator
Integrator
Overview
Linear
BatheTwoStep
GeneralizedAlpha
GSSSS
OALTS
Newmark
Newmark
Newmark
RayleighNewmark
WilsonPenzienNewmark
LeeNewmark
LeeNewmarkFull
LeeNewmarkIterative
LeeElementalNewmark
NonviscousNewmark
Tchamwa
BatheExplicit
GeneralizedAlphaExplicit
Material
Material
Overview
Guide
Guide
Customisation
Metal
Material1D
Material1D
Material1D
Concrete
Concrete
ConcreteCM
ConcreteExp
ConcreteK4
ConcreteTable
ConcreteTsai
Degradation
Degradation
CustomStrainDegradation
CustomStressDegradation
Degradation
Dhakal
TrilinearStrainDegradation
Elastic
Elastic
AsymmElastic1D
BilinearElastic1D
CustomElastic1D
Elastic1D
MultilinearElastic1D
NLE1D01
PolyElastic1D
Sinh1D
Tanh1D
Hysteresis
Hysteresis
AFC
AFCN
BWBN
BilinearOO
BilinearPO
BouncWen
Flag
Gap01
MPF
MultilinearOO
MultilinearPO
RambergOsgood
SimpleHysteresis
SlipLock
SteelBRB
Trivial
Viscosity
Viscosity
BilinearViscosity
CoulombFriction
CustomViscosity
Kelvin
Maxwell
NonlinearViscosity
Nonviscous01
Viscosity01
Viscosity02
vonMises
vonMises
ArmstrongFrederick1D
Bilinear1D
BilinearMises1D
CustomGurson1D
CustomMises1D
ExpGurson1D
ExpMises1D
Mises1D
Multilinear1D
NonlinearGurson1D
VAFCRP1D
Material2D
Material2D
AxisymmetricElastic
Concrete21
Concrete22
Elastic2D
Material2D
Rebar2D
Material3D
Material3D
Material3D
Clay
Clay
CamClay
CamClay
BilinearCC
ExpCC
NonlinearCamClay
ParabolicCC
Concrete
Concrete
CDP
CDPM2
CustomCDP
Rebar3D
TableCDP
Damage
Damage
IsotropicDamage
LinearDamage
DruckerPrager
DruckerPrager
BilinearDP
CustomDP
ExpDP
NonlinearDruckerPrager
Elastic
Elastic
BlatzKo
IsotropicElastic3D
IsotropicNonlinearElastic3D
MooneyRivlin
NLE3D01
OrthotropicElastic3D
Yeoh
Hoffman
Hoffman
BilinearHoffman
CustomHoffman
ExpHoffman
NonlinearHill
NonlinearHoffman
TimberPD
Sand
Sand
DafaliasManzari
SimpleSand
vonMises
vonMises
ArmstrongFrederick
BilinearJ2
BilinearPeric
CustomGurson
CustomJ2
ExpGurson
ExpJ2
MultilinearJ2
NonlinearGurson
NonlinearJ2
NonlinearPeric
PolyJ2
TableGurson
VAFCRP
MaterialOS
MaterialOS
ElasticOS
Wrapper
Wrapper
Axisymmetric
Laminated
OS146
OS146S
Parallel
PlaneStrain
PlaneStress
PlaneSymmetric
Rotation2D
Rotation3D
Sequential
Stacked
Substepping
Uniaxial
Recorder
Recorder
Output Folder
Output Type
Recorder
Section
Section
Eccentricity
Code
Code
EU
NZ
US
Section1D
Section1D
Circle1D
Fibre1D
Rectangle1D
TrussSection
Section2D
Section2D
Bar2D
Box2D
Cell2D
Circle2D
CircularHollow2D
Fibre2D
HSection2D
ISection2D
Rectangle2D
TSection2D
Section3D
Section3D
Bar3D
Box3D
Cell3D
Circle3D
CircleHollow3D
Fibre3D
ISection3D
Rectangle3D
TSection3D
SectionNM
SectionNM
NM2D1
NM2D2
NM2D3
NM2D3K
NM3D1
NM3D2
NM3D3
NM3D3K
SectionNM
SectionOS
SectionOS
Cell3DOS
Fibre3DOS
Solver
Solver
AICN
BFGS
MPDC
Newton
Ramm
Step
Step
Overview
Static
Dynamic
ArcLength
Frequency
Buckle
Optimization
Developer
Developer
Prerequisites
C
C
material
CPP
CPP
Constraint
Element
Material
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