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OpenSees Command for the Domain Reduction Method
OpenSees Command to Create Elastic Isotropic/Anisotropic 3D Material
OpenSeesCommands
OpenSees Commands to Create Material Models using Template Elasto--Plastic Framework {#EPTemplate_commands}
UCD CG OpenSees Commands
OpenSees Commands for u--p--U Elements {#Tcl commands for upU elements}
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eleLoad Command {#eleLoad}
Element Command {#element}
load Command {#load}
Model Command
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sp Command
Time Series Command {#timeSeries}
Constraints
Constraints
fix Command {#fix}
fixX Command {#fixX}
fixY Command
fixY Command
Rigid Diaphragm
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Elements
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ASDAbsorbingBoundary Element (2D and 3D) {#ASDAbsorbingBoundary}
ASDEmbeddedNode Element {#ASDEmbeddedNodeElement}
ASDShellQ4 Element {#ASDShellQ4}
OpenSees Commands to Create Brick Elements
Total Lagrangian Finite Deformation (TLFD) Twenty-Node Brick Element Commands
Large Deformation Hyperelastic Material Model Commands
Large Deformation Hyperelasto-Plastic Material Model Commands
InertiaTruss {#InertiaTruss}
MVLEM_3D Element
Quadrilateral Element
RockingBC
SFI MVLEM 3D
SSPbrick Element
SSPquad Element {#SSPquad}
bbarBrick Element
Bbar Plane Strain Quad Element {#bbarQuad}
stdBrick Element
dispBeamColumnAsym
Elastic Beam Column Element {#elasticBeamColumn}
gradientInelasticBeamColumn
mixedBeamColumnAsym
stdBrick Element
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ZeroLengthND Element
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Ground Motion {#groundMotion}
Imposed Motion Command {#imposedMotion}
Multisupport Excitation {#multisupportExcitation}
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Uniform Excitation {#uniformExcitation}
Uniform Excitation Pattern {#uniformPattern}
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Constant TimeSeries {#constantTimeSeries}
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