Index

Symbols & Numeric A B C D E F G H I J K L M N O P Q R S T U V W X Y Z

Symbols & Numeric
-- Contributed Uniaxial Materials
...Build Model and Define Nodes
...Build Model and Define Nodes using Variables
...Combine Input-File Components
...Define Analysis-Output Generation
...Define Data-Plot During Analysis
...Define Dynamic Ground-Motion Analysis
...Define Elements
...Define Gravity Loads
...Define Materials
...Define Static Pushover Analysis
...Define Tcl Procedure
...Define Units & Constants
...Define Variables and Parameters
...Determine Natural Period & Frequency
...Generate Matlab Commands
...Read External files
...Run Dynamic Ground-Motion Analysis
...Run Gravity Analysis
...Run Moment-Curvature Analysis on Fiber Section
...Run Parameter Study
...Run Static Pushover Analysis
A
Additional Tcl Resources
algorithm Command
analysis Command
Analysis Components
Analysis Object
Analysis Objects
analyze Command
Arc-Length Control
Axial Limit Curve
B
BandGeneral SOE
BandSPD SOE
BARSLIP Material
Basic Model Builder
Bbar Brick Element
Bbar Plane Strain Quadrilateral Element
Beam With Hinges Element
Beam-Column Joint Element Discussion
BeamColumnJoint Element
BFGS Algorithm
Bidirectional Section
block Command
block2D Command
block3D Command
Bond_SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars
Brick Elements
BrickUP
Broyden Algorithm
build Command
Building The Model
C
CenterCol_basicModel.tcl
CenterColAxialSpring.tcl
CenterColSecFiber.tcl
CenterColShearSpring.tcl
Circular Layer Command
Circular Patch Command
Concrete01 Material -- Zero Tensile Strength
Concrete02 Material -- Linear Tension Softening
Concrete03 Material -- Nonlinear Tension Softening
Concrete04 -- Material Behavior
Concrete04 Material -- Popovics Concrete Material
Concrete07 – Chang & Mander’s 1994 Concrete Model
Constant Time Series
constraints Command
constraints objects
Contributed Material, Element, etc. Sets
Copyright
Corotational Transformation
Corotational Truss Element
cyclic.txt
CyclicLoading_Iso2spring.tcl
D
dataBase Commands
Defining Output
Displacement Control
Displacement-Based Beam-Column Element
display Command
Display Recorder
Domain Object
Download OpenSees
Drift Recorder
Dynamic Analysis
E
Effects of Hysteretic-Material Parameters
eigen Command
Eight Node Brick Element
Elastic Beam Column Element
Elastic Isotropic Material
Elastic Material
Elastic Membrane Plate Section
Elastic Section
Elastic-No Tension Material
Elastic-Perfectly Plastic Gap Material
Elastic-Perfectly Plastic Material
eleLoad Command
element Command
Element Cross Section
Element Recorder
Elements
Elements and Element Connectivity
eleNodes
eleResponse Command
Energy Increment Test
Enhanced Strain Quadrilateral Element
EnvelopeElement Recorder
EnvelopeNode Recorder
EPState
equalDOF Command
Error-Checking Tip for Model Building
Evolution Law
Example Files for Limit State Material
example ss_ic1.tcl
Example Tcl Commands
F
Fatigue Material
FatigueMaterialExample.tcl
Fiber Command
Fiber Section
FileDatastore Command
fix Command
fixX Command
fixY Command
fixZ Command
Flexure-Shear Interaction Displacement-Based Beam-Column Element
FluidSolidPorousMaterial
FourNodeQuadUP
FourNodeQuadUP Element
G
genPlaneFrame.tcl
Geometric Transformation Command
Geotechnical Modeling Guides
getEleTags Command
getNodeTags
getTime Command
Getting Going with OpenSees (under development)
Getting Started with OpenSees
Gravity and other Constant Loads
Gravity Loads
     Gravity Loads
     Gravity Loads
groundMotion Command
H
Hardening Material
Hilbert-Hughes-Taylor Method
How To....
Hyperbolic Gap Material
HyperbolicGapUnloadReloadResponse.tcl
HyperbolicGapUnloadReloadStrainPattern.txt
Hysteretic -- Material Behavior
Hysteretic Material
I
imposedMotion Command
Input1.txt_ShallowFoundationGen
integrator Command
Interpolated GroundMotion
Introduction
     Introduction
     Introduction
Introduction to the Tcl command language
Isolator2spring Section: Model to include buckling behavior of an elastomeric bearing
J
J2 Plasticity Material
K
Krylov-Newton Algorithm
L
Lagrange Multipliers
Lateral Loads -- Cyclic Lateral Load
Lateral Loads -- Dynamic ground motion
Lateral Loads -- Static Pushover
Limit State Material
Linear Algorithm
Linear Time Series
Linear Transformation
load Command
Load Control
loadConst Command
Loads and Analysis
M
mass Command
materialmodels.tcl
Materials
MatlabOutput.tcl
matTest.tcl
Minimum Unbalanced Displacement Norm
Miscellaneous Commands (NEW commands)
Model Builder
     Model Builder
     Model Builder
Model Building
model Command
ModelBuilder Object
Model-Building Objects
Modified Newton Algorithm
MomentCurvature.tcl
MultipleSupport Pattern
Multi-Point Constraints
N
nDMaterial Command
Newmark Method
Newton Algorithm
Newton with Line Search Algorithm
Nine_Four_Node_QuadUP
Nodal Coordinates & Masses, Boundary Conditions
node Command
Node Recorder
nodeAccel Command
nodeBounds
nodeDisp Command
Nodes
nodeVel Command
Nonlinear Beam Column Element
NonLinear Beam-Column Elements
Norm Displacement Increment Test
Norm Unbalance Test
Notation
numberer Command
O
OpenSees
OpenSees Features
OpenSees Interpreter
P
Parallel Material
Path Time Series
pattern Command
P-Delta Transformation
PeerNGAMotion Series
Penalty Method
PINCHING4 Material
PINCHING4 Uniaxial Material Model Discussion
Plain Constraints
Plain GroundMotion
Plain Numberer
plain Pattern
Plane Stress Material
Plate Fiber Material
Plate Fiber Section
play Command
playback Command
Plot Recorder
PlotHyperbolicGapUnloadReloadResponse.m
Potential Surface
PR1.tcl
PressureDependMultiYield Material
PressureDependMultiYield02 Material
PressureIndependMultiYield Material
print Command
Problem Definition
     Problem Definition
     Problem Definition
procMKPC.tcl
procRC.tcl
procRCycDAns.tcl
procUniaxialPinching.tcl
ProfileSPD SOE
PyLiq1 Material
PySimple1 Material
PySimple1Gen Command
PyTzQz Uniaxial Materials
Q
Quad Element
Quadrilateral Elements
Quadrilateral Patch Command
QzSimple1 Material
R
RandomStrainHistory1.tcl
RandomStrainHistory2.tcl
rayleigh command
RCcircSection.tcl
RCcircSectionFEDEAS.tcl
RCFrameDisplay.tcl
RCM Numberer
RCyclicPinch.tcl
ReadSMDFile.tcl
Recorder Object
Recorder Objects
Recorders
Recorders for Output
Rectangular Time Series
References
     References
     References
region Command
Reinforcing Steel Material
reset Command
restore Command
rigidDiaphragm Command
RigidFrame3Ddisplay.tcl
rigidLink Command
RotSpring2D
Run OpenSees
S
save Command
Script Utilities Library
Section Aggregator
section Command
sectionForce Command
SelfCentering Material – Flag-Shaped Hysteresis with Slip Deformation and Bearing
Series Material
setElementRayleighDampingFactors
Shallow1.tcl_ShallowFoundationGen
ShallowFoundationGen
Shear Limit Curve
Shell Element
Simulating a Centrifuge Test using the OpenSees Framework
Sine Time Series
Single-Point Constraints
sp Command
SparseGeneral SOE
SparseSPD SOE
Standard Brick Element
Static Analysis
     Static Analysis
     Static Analysis
Steel01 Material
Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening
StFramePZLdisplay.tcl
Straight Layer Command
Summary of Defining Structural Model
Summary of Gravity Loads
Summary of Model-Building Input File
system Command
T
Tags.tcl
Tcl Commands Format
Template Elasto-Plastic Material
test Command
Time Series
title page
Transformation Method
Transient Analysis
Truss Element
Twenty Node Brick Element
Twenty_Eight_Node_BrickUP
TzLiq1 Material
TzSimple1 Material
TzSimple1Gen Command
U
UC Davis Soil Elements
UC Davis Soil Models
UC San Diego Soil Elements
UCSD Soil Models
UmfPack SOE
Uniaxial Section
uniaxialMaterial Command
UniformExcitation Pattern
Units&Constants.tcl
updateMaterialStage
updateParameter
u-p-U element
V
Variables and Units
VariableTransient Analysis
video Command
Viscous Material
W
wipe Command
wipeAnalysis Command
Wsection.tcl
Y
Yield Surface
Z
zeroLength Element
Zero-Length Elements
zeroLengthContact Element
zeroLengthND Element
zeroLengthSection Element