OpenSees User-Requirements Document

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OpenSees User Requirements Document


OpenSees Development Team

November 2009

OpenSees.exe User

Implemented Requirements

Element

·         Beam-Column Elements

·         Truss Elements

·         2D Wall Elements

Section

·         Elastic Section

·         Uniaxial Section

·         Fiber Section

·         Section Aggregator

·         Elastic Membrane Plate Section

·         Plate Fiber Section

·         Bidirectional Section

·         Isolator2spring Section: Model to include buckling behavior of an elastomeric bearing

uniaxialMaterial

·         Steel & Reinforcing-Steel Materials

·         Steel01 Material
·         Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening
·         Hysteretic Material

·         Concrete Materials

·         Concrete01 Material -- Zero Tensile Strength
·         Concrete02 Material -- Linear Tension Softening
·         Concrete03 Material -- Nonlinear Tension Softening

·         Multi-Purpose Materials

·         Elastic Material
·         Elastic-Perfectly Plastic Material
·         Elastic-Perfectly Plastic Gap Material
·         Elastic-No Tension Material
·         Parallel Material
·         Series Material
·         Hardening Material

·         Uniaxial Contributed Materials

·         BARSLIP Material
·         Bond_SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars
·         Concrete04 Material -- Popovics Concrete Material
·         Concrete07 – Chang & Mander’s 1994 Concrete Model
·         Fatigue Material
·         Hyperbolic Gap Material
·         Limit State Material
·         PINCHING4 Material
·         PyTzQz Uniaxial Materials
·         Reinforcing Steel Material
·         SelfCentering Material – Flag-Shaped Hysteresis with Slip Deformation and Bearing

nDMaterial

·         Elastic Isotropic Material

·         J2 Plasticity Material

·         Plane Stress Material

·         Plate Fiber Material

·         UCDavis Soil Models

·         Template Elasto-Plastic Material

·         UCSanDiego Soil Models

·         FluidSolidPorousMaterial
·         PressureDependMultiYield Material
·         PressureDependMultiYield02 Material
·         PressureIndependMultiYield Material
·         updateMaterialStage
·         updateParameter

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Recorder

·         Node

·         Node
·         EnvelopeNode
·         Drift

·         Element

·         Element
·         EnvelopeElement

·         Section

·         Element
·         EnvelopeElement

·         Fiber

·         Element
·         EnvelopeElement

·         Basic Visualization recorders

·         Display
·         Plot
·         playback Command

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Other

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Under-Development Requirements

Element

·         2D/3D Wall Elements

·         3d nonlinear frame element with full interaction (axial, flexure, torsion and subsequently shear)

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Section

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Material

·         Improved concrete materials

·         Improved reinforcing-steel materials

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Recorder

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Other

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To-Be-Developed Requirements

Element

·         Buckling-Brace Elements

·         Flexible Diaphragm

·         2d Timoshenko beam element

·         3d frame element with bond-slip of reinforcing steel

·         3d frame element with slip between components, e.g. composite beam, composite column

·         3d concentrated plasticity element with return map algorithm

·         2d SIZE (spreading inelastic zone) beam element

·         Nonlinear geometry developments

·         Extension of corotational theory to membranes and shells
·         Reformulation of 3d frame nonlinear geometry such that any element can take advantage of nonlinear transformation (currently not the case); quaternions vs. rotation nodal variables require either a change in global solution strategy or the mapping back and forth between quaternions and node rotations.

·         The following elements include linear or corotational geometry for membranes and shells under large displacements

·         3 to 6 node triangle
·         4 to 9 node quad
·         4 node quad with incompatible modes
·         4 to 9 node RC panel (quad)
·         4 to 9 node Mindlin layer plate/shell
·         4 to 9 node Mindlin RC layer plate/shell
·         Discrete Kirchoff triangle plate/shell element

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Section

·         2d normal and shear stress interaction

Material

·         3d J2 plasticity with kinematic and isotropic hardening

·         3d plastic-damage concrete constitutive model Lee-Fenves

Recorder

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Other

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Continual-Development Requirements

Documentation

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OpenSees Developer

Implemented Requirements

Element

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Section

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Material

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Recorder

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Other

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Under-Development Requirements

Element

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Section

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Material

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Recorder

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Other

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To-Be-Developed Requirements

Element

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Section

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Material

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Recorder

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Other

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Continual-Development Requirements

Documentation

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Parallel OpenSees

Implemented Requirements

Element

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Section

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Material

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Recorder

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Other

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Under-Development Requirements

Element

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Section

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Material

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Recorder

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Other

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To-Be- Developed Requirements

Element

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Section

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Material

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Recorder

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Other

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Continual-Development Requirements

Documentation

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OpenSees GUI

Implemented Requirements

BuildingTcl

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Navigator

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VEES

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Other

·         Basic model visualization

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Under-Development Requirements

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To-Be- Developed Requirements

Model Visualization

Recorder-data visualization

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Continual-Development Requirements

Documentation

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OpenSees Outreach & Support

OpenSees Days

User Workshop

Developer Workshop

Modeling Workshop

OpenSeesWiki

OpenSees Forum

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