...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-Load -- flexSDOF
|
| B |
BandGeneral SOE
|
BandSPD SOE
|
BARSLIP Material
|
Baseline Steel Material
|
Baseline Steel Materials
|
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
|
Bond01 Material
|
Bond02 Material
|
Brick Elements
|
BrickUP
|
Broyden Algorithm
|
build Command
|
Building The Model
|
| C |
Cantilever-Column Scripts
|
Circular Layer Command
|
Circular Patch Command
|
| Comparisons |
Comparisons
|
Concrete Materials
|
Concrete Materials -- SDOF
|
Concrete01 -- flexSDOF
|
Concrete01 -- Material Behavior
|
Concrete01 Material -- Zero Tensile Strength
|
Concrete01, Concrete02, Concrete03, Concrete04 -- Material Behavior
|
Concrete02 & Concrete01 -- flexSDOF
|
Concrete02 & Concrete01 -- Material Behavior
|
Concrete02 & Concrete03 -- flexSDOF
|
Concrete02 & Concrete03 -- Material Behavior
|
Concrete02 & Concrete04 -- Material Behavior
|
Concrete02 -- flexSDOF
|
Concrete02 -- Material Behavior
|
Concrete02 Material -- Linear Tension Softening
|
Concrete03 -- flexSDOF
|
Concrete03 -- Material Behavior
|
Concrete03 Material -- Nonlinear Tension Softening
|
Concrete04 -- Material Behavior
|
Concrete04 Material -- Popovics Concrete Material
|
Constant Time Series
|
constraints Command
|
constraints objects
|
Copyright
|
Corotational Transformation
|
Corotational Truss Element
|
| D |
dataBase Commands
|
Defining Output
|
Displacement Control
|
Displacement-Based Beam-Column Element
|
Display Recorder
|
Domain Object
|
Download OpenSees
|
Drift Recorder
|
Dynamic Analysis
|
| E |
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
|
Element Type -- flexSDOF
|
Elements
|
Elements and Element Connectivity
|
Energy Increment Test
|
Enhanced Strain Quadrilateral Element
|
EnvelopeElement Recorder
|
EnvelopeNode Recorder
|
EPState
|
equalDOF Command
|
Error-Checking Tip for Model Building
|
Evolution Law
|
Example Tcl Commands
|
| F |
Fedeas Materials
|
Fiber Command
|
Fiber Section
|
FileDatastore Command
|
fix Command
|
fixX Command
|
fixY Command
|
fixZ Command
|
FluidSolidPorousMaterial
|
FluidSolidPorousMaterial Material
|
FourNodeQuadUP
|
FourNodeQuadUP Element
|
| G |
genPlaneFrame.tcl
|
Geometric Transformation Command
|
Geometric-Transformation -- flexSDOF
|
getTime Command
|
Getting Going with OpenSees (under development)
|
Getting Started with OpenSees
|
Gravity and other Constant Loads
|
| Gravity Loads |
Gravity Loads
|
groundMotion Command
|
| H |
Hardening Material
|
Hilbert-Hughes-Taylor Method
|
How To....
|
Hyster_1: Bilinear Hysteretic Model with Damage
|
Hysteretic -- flexSDOF
|
Hysteretic & Hysteretica -- flexSDOF
|
Hysteretic & Hysteretica -- Material Behavior
|
Hysteretic & Hystereticb -- flexSDOF
|
Hysteretic & Hystereticb -- Material Behavior
|
Hysteretic & Hystereticc -- Material Behavior
|
Hysteretic & Hystereticc-- flexSDOF
|
Hysteretic & Hystereticd -- flexSDOF
|
Hysteretic & Hystereticd -- Material Behavior
|
Hysteretic & Hysteretice -- flexSDOF
|
Hysteretic & Hysteretice -- Material Behavior
|
Hysteretic -- Material Behavior
|
Hysteretic a,b,c,d,e -- Material Behavior
|
Hysteretic Material
|
| I |
Imposed Deformations for Material Behavior
|
imposedMotion Command
|
integrator Command
|
Interpolated GroundMotion
|
Introduction to the Tcl command language
|
| Introduction |
Introduction
|
| J |
J2 Plasticity Material
|
| K |
Key to Plot Legends
|
Krylov-Newton Algorithm
|
| L |
Lagrange Multipliers
|
Lateral Loads -- Cyclic Lateral Load
|
Lateral Loads -- Dynamic ground motion
|
Lateral Loads -- Static Pushover
|
Library of Common Scripts
|
Linear Algorithm
|
Linear Time Series
|
Linear Transformation
|
load Command
|
Load Control
|
loadConst Command
|
Loads and Analysis
|
| M |
mass Command
|
Material-Response Scripts
|
Materials
|
MatlabOutput.tcl
|
matTest.tcl
|
Minimum Unbalanced Displacement Norm
|
Miscellaneous Commands
|
| Model Builder |
Model Builder
|
Model Building
|
model Command
|
Model-Building Objects
|
Model-Comparison Scripts
|
ModelBuilder Object
|
Modified Newton Algorithm
|
MomentCurvature.tcl
|
Multi-Point Constraints
|
MultipleSupport Pattern
|
| 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
|
nodeDisp Command
|
Nodes
|
Nonlinear Beam Column Element
|
NonLinear Beam-Column Elements
|
Norm Displacement Increment Test
|
Norm Unbalance Test
|
Notation
|
numberer Command
|
Numerical Model
|
Numerical Model for Material Behavior
|
| O |
Opening Page
|
OpenSees
|
OpenSees Interpreter
|
OpenSees User Manual
|
| P |
P-Delta Transformation
|
Parallel Material
|
Path Time Series
|
pattern Command
|
Penalty Method
|
Pinching4 & Hysteretica -- Material Behavior
|
Pinching4 -- Material Behavior, comparable to Hysteretic, case a
|
PINCHING4 Material
|
PINCHING4 Uniaxial Material Model Discussion
|
Plain Constraints
|
Plain GroundMotion
|
Plain Numberer
|
plain Pattern
|
Plane Stress Material
|
Plastic-Hinge Length -- flexSDOF
|
Plate Fiber Material
|
Plate Fiber Section
|
play Command
|
playback Command
|
Plot Recorder
|
Potential Surface
|
PR1.tcl
|
PressureDependMultiYield
|
PressureDependMultiYield Material
|
PressureDependMultiYield02
|
PressureIndependMultiYield
|
PressureIndependMultiYield Material
|
print Command
|
| 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 |
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
|
region Command
|
Reinforcing Steel Material
|
ReinforcingSteel -- flexSDOF
|
ReinforcingSteel & ReinforcingSteela -- Material Behavior
|
ReinforcingSteel & ReinforcingSteelb -- flexSDOF
|
ReinforcingSteel & ReinforcingSteelb -- Material Behavior
|
ReinforcingSteel -- Material Behavior
|
ReinforcingSteel a,b -- Material Behavior
|
ReinforcingSteel ReinforcingSteela -- flexSDOF
|
reset Command
|
restore Command
|
rigidDiaphragm Command
|
RigidFrame3Ddisplay.tcl
|
rigidLink Command
|
RotSpring2D
|
Run OpenSees
|
| S |
save Command
|
Script Utilities Library
|
SDOF Flexural Model
|
Section Aggregator
|
section Command
|
Series Material
|
Shell Element
|
Sine Time Series
|
Single-Point Constraints
|
Soil Models and Solid-Fluid Fully Coupled Elements
|
sp Command
|
SparseGeneral SOE
|
SparseSPD SOE
|
Standard Brick Element
|
| Static Analysis |
Static Analysis
|
Steel Materials -- flexSDOF
|
Steel01 -- Material Behavior
|
Steel01 Material
|
Steel01, Steel02, Steel03, ReinforcingSteel & Hysteretic -- Material Behavior
|
Steel02 -- flexSDOF
|
Steel02 & Hysteretic -- flexSDOF
|
Steel02 & Hysteretic -- Material Behavior
|
Steel02 & ReinforcingSteel -- flexSDOF
|
Steel02 & ReinforcingSteel -- Material Behavior
|
Steel02 & Steel01 -- flexSDOF
|
Steel02 & Steel01 -- Material Behavior
|
Steel02 & Steel02a -- flexSDOF
|
Steel02 & Steel02a -- Material Behavior
|
Steel02 & Steel02b -- flexSDOF
|
Steel02 & Steel02b -- Material Behavior
|
Steel02 -- Material Behavior
|
Steel02 a,b -- Material Behavior
|
Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening
|
StFramePZLdisplay.tcl
|
Straight Layer Command
|
Study Variables
|
Summary of Defining Structural Model
|
Summary of Gravity Loads
|
Summary of Model-Building Input File
|
system Command
|
| T |
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 |
u-p-U element
|
UmfPack SOE
|
Uniaxial Section
|
uniaxialMaterial Command
|
uniaxialMaterials Behavior
|
UniformExcitation Pattern
|
Units&Constants.tcl
|
| updateMaterialStage |
updateMaterialStage
|
| updateParameter |
updateParameter
|
| V |
Variable Steel02 Material Response
|
Variables and Units
|
VariableTransient Analysis
|
Variations of Hysteretic Material
|
Variations of ReinforcingSteel Material
|
Variations of Steel Materials
|
video Command
|
Viscous Material
|
| W |
wipe Command
|
wipeAnalysis Command
|
Wsection.tcl
|
| Y |
Yield Surface
|
| Z |
Zero-Length Element
|
Zero-Length Elements
|
Zero-Length ND Element
|
Zero-Length Section Element
|
