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| | __NOTOC__ |
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| | | <h2>[[OpenSees.exe User Requirements]]</h2> |
| ==[[OpenSees.exe User Requirements]]==
| | <h2>[[OpenSees Developer Requirements]]</h2> |
| ==[[OpenSees Developer Requirements]]==
| | <h2>[[Parallel OpenSees Requirements]]</h2> |
| ==[[Parallel OpenSees Requirements]]==
| | <h2>[[OpenSees GUI Requirements]]</h2> |
| ==[[OpenSees GUI Requirements]]==
| | <h2>[[OpenSees Outreach & Training Requirements]]</h2> |
| ==[[OpenSees Outreach & Training Requirements]]==
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| <h1><strong>OpenSees.exe User</strong></h1>
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| <h2>Implemented Requirements</h2>
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| *Element
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| **Beam-Column Elements
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| **Truss Elements
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| **2D Wall Elements
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| *Section
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| **Elastic Section
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| **Fiber Section
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| **Section Aggregator
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| **Elastic Membrane Plate Section
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| **Plate Fiber Section
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| **Bidirectional Section
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| **Isolator2spring Section: Model to include buckling behavior of an elastomeric bearing
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| *uniaxialMaterial
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| **Steel & Reinforcing-Steel Materials
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| ***Steel01 Material
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| ***Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening
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| ***Hysteretic Material
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| **Concrete Materials
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| ***Concrete01 Material -- Zero Tensile Strength
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| ***Concrete02 Material -- Linear Tension Softening
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| ***Concrete03 Material -- Nonlinear Tension Softening
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| **Multi-Purpose Materials
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| ***Elastic Material
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| ***Elastic-Perfectly Plastic Material
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| ***Elastic-Perfectly Plastic Gap Material
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| ***Elastic-No Tension Material
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| ***Parallel Material
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| ***Series Material
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| ***Hardening Material
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| **Uniaxial Contributed Materials
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| ***BARSLIP Material
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| ***Bond_SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars
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| ***Concrete04 Material -- Popovics Concrete Material
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| ***Concrete07 – Chang & Mander’s 1994 Concrete Model
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| ***Fatigue Material
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| ***Hyperbolic Gap Material
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| ***Limit State Material
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| ***PINCHING4 Material
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| ***PyTzQz Uniaxial Materials
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| ***Reinforcing Steel Material
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| ***SelfCentering Material – Flag-Shaped Hysteresis with Slip Deformation and Bearing
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| **Elastic Isotropic Material
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| **J2 Plasticity Material
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| **Plane Stress Material
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| **Plate Fiber Material
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| **UCDavis Soil Models
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| ***Template Elasto-Plastic Material
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| **UCSanDiego Soil Models
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| ***FluidSolidPorousMaterial
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| ***PressureDependMultiYield Material
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| ***PressureDependMultiYield02 Material
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| ***PressureIndependMultiYield Material
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| ***updateMaterialStage
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| ***updateParameter
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| *Recorder
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| **Node
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| ***Node
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| ***EnvelopeNode
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| ***Drift
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| **Element
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| ***Element
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| ***EnvelopeElement
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| **Section
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| ***Element
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| ***EnvelopeElement
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| **Fiber
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| ***Element
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| ***EnvelopeElement
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| **Basic Visualization recorders
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| ***Display
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| ***Plot
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| ***playback Command
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| *Other
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| <h2>Under-Development Requirements</h2>
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| *Element
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| **2D/3D Wall Elements
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| **3d nonlinear frame element with full interaction (axial, flexure, torsion and subsequently shear)
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| *Section
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| *Material
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| **Improved concrete materials
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| **Improved reinforcing-steel materials
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| *Recorder
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| *Other
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| <h2>To-Be-Developed Requirements</h2> | |
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| *Element
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| **Buckling-Brace Elements
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| **Flexible Diaphragm
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| **2d Timoshenko beam element
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| **3d frame element with bond-slip of reinforcing steel
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| **3d frame element with slip between components, e.g. composite beam, composite column
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| **3d concentrated plasticity element with return map algorithm
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| **2d SIZE (spreading inelastic zone) beam element
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| **Nonlinear geometry developments
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| ***Extension of corotational theory to membranes and shells
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| *** 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.
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| **The following elements include linear or corotational geometry for membranes and shells under large displacements
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| ***3 to 6 node triangle
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| ***4 to 9 node quad
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| ***4 node quad with incompatible modes
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| ***4 to 9 node RC panel (quad)
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| ***4 to 9 node Mindlin layer plate/shell
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| ***4 to 9 node Mindlin RC layer plate/shell
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| ***Discrete Kirchoff triangle plate/shell element
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| *Section
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| **2d normal and shear stress interaction
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| *Material
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| **3d J2 plasticity with kinematic and isotropic hardening
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| **3d plastic-damage concrete constitutive model Lee-Fenves
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| *Recorder
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| *Other
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| <h2>Continual-Development Requirements</h2>
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| *Documentation
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| <h1><strong>OpenSees Developer</strong></h1>
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| <h2>Implemented Requirements</h2>
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| *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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| <h2>Under-Development Requirements</h2> | |
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| *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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| <h2>To-Be-Developed Requirements</h2>
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| *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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| <h2>Continual-Development Requirements</h2>
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| *Documentation
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| <h1><strong>Parallel OpenSees</strong></h1>
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| <h2>Implemented Requirements</h2>
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| *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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| <h2>Under-Development Requirements</h2> | |
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| *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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| <h2>To-Be-Developed Requirements</h2>
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| *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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| <h2>Continual-Development Requirements</h2>
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| *Documentation
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| <h1><strong>OpenSees GUI</strong></h1>
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| <h2>Implemented Requirements</h2>
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| *BuildingTcl
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| *Navigator
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| *VEES
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| *Other
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| **Basic model visualization
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| <h2>Under-Development Requirements</h2>
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| <h2>To-Be-Developed Requirements</h2> | |
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| *Model Visualization
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| *Recorder-data visualization
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| <h2>Continual-Development Requirements</h2>
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| *Documentation
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| <h1><strong>OpenSees Outreach & Support</strong></h1>
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| <h2>OpenSees Days</h2>
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| *User Workshop
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| *Developer Workshop
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| *Modeling Workshop
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| <h2>OpenSeesWiki</h2>
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| <h2>OpenSees Forum</h2>
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