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| OpenSees User
| | __NOTOC__ |
| Requirements Document
| |
|
| |
|
| | | <h2>[[OpenSees.exe User Requirements]]</h2> |
| <p class=MsoSubtitle>OpenSees Development Team</p> | | <h2>[[OpenSees Developer Requirements]]</h2> |
| | | <h2>[[Parallel OpenSees Requirements]]</h2> |
| <p class=MsoSubtitle>November 2009</p>
| | <h2>[[OpenSees GUI Requirements]]</h2> |
| | | <h2>[[OpenSees Outreach & Training Requirements]]</h2> |
| <h1 style='line-height:normal'>OpenSees.exe
| |
| User</h1> | |
| | |
| <h2 style='line-height:normal'>Implemented
| |
| Requirements</h2>
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| <h3>Element</h3>
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| <h4>
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| Beam-Column Elements</h4>
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| <h4>
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| Truss Elements</h4>
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| <h4>
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| 2D Wall Elements</h4>
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| <h3>Section</h3>
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| <h4>
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| Elastic Section</h4>
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| <h4>
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| <span class=SpellE>Uniaxial Section</h4>
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| <h4>
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| Fiber Section</h4>
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| <h4>
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| Section Aggregator</h4>
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| <h4>
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| Elastic Membrane Plate Section</h4>
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| <h4>
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| Plate Fiber Section</h4>
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| <h4>
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| Bidirectional Section</h4>
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| <h4>
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| Isolator2spring Section: Model to include
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| buckling behavior of an elastomeric bearing</h4>
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| <h3 style='line-height:normal'><span class=SpellE><span class=GramE><span
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| style='mso-bidi-font-family:Arial'>uniaxialMaterial<span
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| style='mso-bidi-font-family:Arial'></h3>
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| <h4>
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| Steel & Reinforcing-Steel Materials</h4>
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| <h5>
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| Steel01 Material</h5>
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| <h5>
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| Steel02 Material -- <span class=SpellE>Giuffré-<span
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| class=SpellE>Menegotto-Pinto Model with Isotropic Strain Hardening</h5>
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| <h5>
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| Hysteretic Material</h5>
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| <h4>
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| Concrete Materials</h4>
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| <h5>
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| Concrete01 Material -- Zero Tensile Strength</h5>
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| <h5>
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| Concrete02 Material -- Linear Tension Softening</h5>
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| <h5>
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| Concrete03 Material -- Nonlinear Tension
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| Softening</h5>
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| <h4>
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| Multi-Purpose Materials</h4>
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| <h5>
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| Elastic Material</h5>
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| <h5>
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| Elastic-Perfectly Plastic Material</h5>
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| <h5>
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| Elastic-Perfectly Plastic Gap Material</h5>
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| <h5>
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| Elastic-No Tension Material</h5>
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| <h5>
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| Parallel Material</h5>
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| <h5>
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| Series Material</h5>
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| <h5>
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| Hardening Material</h5>
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| <h4>
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| <span class=SpellE>Uniaxial Contributed
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| Materials</h4>
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| <h5>
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| BARSLIP Material</h5>
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| <h5>
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| Bond_SP01 - - Strain Penetration Model for Fully
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| Anchored Steel Reinforcing Bars</h5>
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| <h5>
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| Concrete04 Material -- <span class=SpellE>Popovics
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| Concrete Material</h5>
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| <h5>
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| Concrete07 – Chang & <span class=SpellE>Mander’s
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| 1994 Concrete Model</h5>
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| <h5>
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| Fatigue Material</h5>
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| <h5>
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| Hyperbolic Gap Material</h5>
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| <h5>
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| Limit State Material</h5>
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| <h5>
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| PINCHING4 Material</h5>
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| <h5>
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| <span class=SpellE>PyTzQz <span
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| class=SpellE>Uniaxial Materials</h5>
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| <h5>
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| Reinforcing Steel Material</h5>
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| <h5>
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| <span class=SpellE>SelfCentering Material
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| – Flag-Shaped Hysteresis with Slip Deformation and Bearing</h5>
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| <h3><span class=SpellE><span class=GramE>nDMaterial</h3>
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| <h4>
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| Elastic Isotropic Material</h4>
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| <h4>
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| J2 Plasticity Material</h4>
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| <h4>
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| Plane Stress Material</h4>
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| <h4>
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| Plate Fiber Material</h4>
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| <h4>
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| <span class=SpellE>UCDavis Soil Models</h4>
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| <h5>
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| Template <span class=SpellE>Elasto-Plastic
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| Material</h5>
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| <h4>
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| <span class=SpellE>UCSanDiego Soil Models</h4>
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| <h5>
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| <span class=SpellE>FluidSolidPorousMaterial</h5>
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| <h5>
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| <span class=SpellE>PressureDependMultiYield
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| Material</h5>
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| <h5>
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| PressureDependMultiYield02 Material</h5>
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| <h5>
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| <span class=SpellE>PressureIndependMultiYield
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| Material</h5>
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| <h5>
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| <span class=SpellE><span class=GramE>updateMaterialStage</h5>
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| <h5>
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| <span class=SpellE><span class=GramE>updateParameter</h5>
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| <p class=MsoNormal><o:p> </o:p></p>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Recorder</h3>
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| <h4>
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| Node</h4>
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| <h5>
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| Node </h5>
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| <h5>
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| <span class=SpellE>EnvelopeNode </h5>
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| <h5>
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| Drift</h5>
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| <h4>
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| Element</h4>
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| <h5>
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| Element </h5>
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| <h5>
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| <span class=SpellE>EnvelopeElement</h5>
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| <h4>
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| Section</h4>
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| <h5>
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| Element </h5>
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| <h5>
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| <span class=SpellE>EnvelopeElement</h5>
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| <h4>
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| Fiber</h4>
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| <h5>
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| Element </h5>
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| <h5>
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| <span class=SpellE>EnvelopeElement</h5>
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| <h4>
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| Basic Visualization recorders</h4>
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| <h5>
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| Display </h5>
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| <h5>
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| Plot </h5>
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| <h5>
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| <span class=GramE>playback Command</h5>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Other</h3>
| |
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h2 style='line-height:normal'>Under-Development
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| Requirements</h2> | |
| | |
| <h3>Element</h3>
| |
| | |
| <h4>
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| | |
| | |
| 2D/3D Wall Elements</h4>
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| | |
| <h4>
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| | |
| <span style='font-size:12.0pt;line-height:115%;
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| font-family:"Times New Roman","serif"'>3d nonlinear frame element with full
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| interaction (axial, flexure, torsion and subsequently shear)</h4>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Section</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
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| <h3>Material</h3>
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| <h4>
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| Improved concrete materials</h4>
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| <h4>
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| Improved reinforcing-steel materials</h4>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h3>Recorder</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
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| <h3>Other</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| | |
| <h2 style='line-height:normal'>To-Be-Developed
| |
| Requirements</h2>
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| | |
| <h3>Element</h3>
| |
| | |
| <h4>
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| Buckling-Brace Elements</h4>
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| <h4>
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| Flexible Diaphragm</h4>
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| <h4><span style='font-size:12.0pt;line-height:115%;
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| font-family:Symbol;mso-fareast-font-family:Symbol;mso-bidi-font-family:Symbol'><span
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| style='mso-list:Ignore'>·<span
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| <span style='font-size:12.0pt;line-height:115%;
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| font-family:"Times New Roman","serif"'>2d Timoshenko beam element</h4>
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| <h4><span style='font-size:12.0pt;line-height:115%;
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| font-family:Symbol;mso-fareast-font-family:Symbol;mso-bidi-font-family:Symbol'><span
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| style='mso-list:Ignore'>·<span
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| <span style='font-size:12.0pt;line-height:115%;
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| font-family:"Times New Roman","serif"'>3d frame element with bond-slip of
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| reinforcing steel</h4>
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| <h4><span style='font-size:12.0pt;line-height:115%;
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| font-family:Symbol;mso-fareast-font-family:Symbol;mso-bidi-font-family:Symbol'><span
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| style='mso-list:Ignore'>·<span
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| <span style='font-size:12.0pt;line-height:115%;
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| font-family:"Times New Roman","serif"'>3d frame element with slip between
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| components, e.g. composite beam, composite column</h4>
| |
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| <h4><span style='font-size:12.0pt;line-height:115%;
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| font-family:Symbol;mso-fareast-font-family:Symbol;mso-bidi-font-family:Symbol'><span
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| style='mso-list:Ignore'>·<span
| |
| <span style='font-size:12.0pt;line-height:115%;
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| font-family:"Times New Roman","serif"'>3d concentrated plasticity element with
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| return map algorithm</h4>
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| <h4>
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| | |
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| <span style='font-size:12.0pt;line-height:115%;
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| font-family:"Times New Roman","serif"'>2d SIZE (spreading inelastic zone) beam
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| element<span style='font-family:"Calibri","sans-serif";mso-ascii-theme-font:
| |
| minor-latin;mso-hansi-theme-font:minor-latin;mso-bidi-font-family:"Times New Roman";
| |
| mso-bidi-theme-font:minor-bidi'></h4>
| |
| | |
| <h4>
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| | |
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| Nonlinear geometry developments</h4>
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| <h5>
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| | |
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| Extension of <span class=SpellE>corotational
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| theory to membranes and shells</h5>
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| <h5>
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| | |
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| <span class=GramE>Reformulation of 3d frame
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| nonlinear geometry such that any element can take advantage of nonlinear
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| transformation (currently not the case); <span class=SpellE>quaternions
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| vs. rotation nodal variables require either a change in global solution
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| strategy or the mapping back and forth between <span class=SpellE>quaternions
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| and node rotations.</h5>
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| | |
| <h4>
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| | |
| | |
| The following elements include linear or <span
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| class=SpellE>corotational geometry for membranes and shells under large
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| displacements</h4>
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| <h5>
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| 3 to 6 node triangle</h5>
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| <h5>
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| 4 to 9 node quad</h5>
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| <h5>
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| 4 node quad with incompatible modes</h5>
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| <h5>
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| 4 to 9 node RC panel (quad)</h5>
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| <h5>
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| 4 to 9 node <span class=SpellE>Mindlin
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| layer plate/shell</h5>
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| <h5>
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| 4 to 9 node <span class=SpellE>Mindlin RC
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| layer plate/shell</h5>
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| <h5>
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| | |
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| Discrete <span class=SpellE>Kirchoff
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| triangle plate/shell element</h5>
| |
| | |
| <p class=MsoNormal><o:p> </o:p></p>
| |
| | |
| <h3>Section</h3>
| |
| | |
| <h4>
| |
| | |
| | |
| 2d normal and shear stress interaction<span
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| style='mso-bidi-font-family:Arial'></h4>
| |
| | |
| <h3>Material</h3>
| |
| | |
| <h4>
| |
| | |
| | |
| 3d J2 plasticity with kinematic and isotropic
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| hardening</h4>
| |
| | |
| <h4>
| |
| | |
| | |
| 3d plastic-damage concrete constitutive model
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| Lee-Fenves</h4>
| |
| | |
| <h3>Recorder</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h3>Other</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h2 style='line-height:normal'>Continual-Development
| |
| Requirements</h2>
| |
| | |
| <h3>Documentation</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <span style='font-size:11.0pt;line-height:115%;font-family:"Arial","sans-serif";
| |
| mso-fareast-font-family:Calibri;mso-fareast-theme-font:minor-latin;mso-ansi-language:
| |
| EN-US;mso-fareast-language:EN-US;mso-bidi-language:AR-SA'><br clear=all
| |
| style='mso-special-character:line-break;page-break-before:always'>
| |
| | |
| | |
| <p class=MsoNormal><b><span style='font-size:14.0pt;line-height:115%;
| |
| font-family:"Arial","sans-serif";mso-fareast-font-family:"Times New Roman";
| |
| mso-fareast-theme-font:major-fareast;color:#365F91;mso-themecolor:accent1;
| |
| mso-themeshade:191'><o:p> </o:p></b></p>
| |
| | |
| <h1 style='line-height:normal'>OpenSees
| |
| Developer</h1> | |
| | |
| <h2 style='line-height:normal'>Implemented
| |
| Requirements</h2>
| |
| | |
| <h3>Element</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h3>Section</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h3>Material</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h3>Recorder</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h3>Other</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h2 style='line-height:normal'>Under-Development
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| Requirements</h2>
| |
| | |
| <h3>Element</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h3>Section</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h3>Material</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h3>Recorder</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h3>Other</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h2 style='line-height:normal'>To-Be-Developed
| |
| Requirements</h2> | |
| | |
| <h3>Element</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h3>Section</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h3>Material</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h3>Recorder</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h3>Other</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <h2 style='line-height:normal'>Continual-Development
| |
| Requirements</h2>
| |
| | |
| <h3>Documentation</h3>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
| |
| | |
| <span style='font-size:11.0pt;line-height:115%;font-family:"Arial","sans-serif";
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| mso-fareast-font-family:Calibri;mso-fareast-theme-font:minor-latin;mso-ansi-language:
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| EN-US;mso-fareast-language:EN-US;mso-bidi-language:AR-SA'><br clear=all
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| style='mso-special-character:line-break;page-break-before:always'>
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| <p class=MsoNormal><b><span style='font-size:14.0pt;line-height:115%;
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| font-family:"Arial","sans-serif";mso-fareast-font-family:"Times New Roman";
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| mso-fareast-theme-font:major-fareast;color:#365F91;mso-themecolor:accent1;
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| mso-themeshade:191'><o:p> </o:p></b></p>
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| <h1 style='line-height:normal'>Parallel
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| OpenSees</h1> | |
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| <h2 style='line-height:normal'>Implemented
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| Requirements</h2> | |
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| <h3>Element</h3> | |
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Section</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Material</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Recorder</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Other</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h2 style='line-height:normal'>Under-Development
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| Requirements</h2>
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| <h3>Element</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Section</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Material</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Recorder</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Other</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h2 style='line-height:normal'>To-Be-
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| Developed Requirements</h2>
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| <h3>Element</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Section</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Material</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Recorder</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Other</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h2 style='line-height:normal'>Continual-Development
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| Requirements</h2>
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| <h3>Documentation</h3>
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| <p class=MsoListParagraph style='text-indent:0in;line-height:normal;mso-list:
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| none'><o:p> </o:p></p>
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| <span style='font-size:11.0pt;line-height:115%;font-family:"Arial","sans-serif";
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| mso-fareast-font-family:Calibri;mso-fareast-theme-font:minor-latin;mso-ansi-language:
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| EN-US;mso-fareast-language:EN-US;mso-bidi-language:AR-SA'><br clear=all
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| style='mso-special-character:line-break;page-break-before:always'>
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| <p class=MsoNormal><b><span style='font-size:14.0pt;line-height:115%;
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| font-family:"Arial","sans-serif";mso-fareast-font-family:"Times New Roman";
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| mso-fareast-theme-font:major-fareast;color:#365F91;mso-themecolor:accent1;
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| mso-themeshade:191'><o:p> </o:p></b></p>
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| <h1 style='line-height:normal'>OpenSees
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| GUI</h1> | |
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| <h2 style='line-height:normal'>Implemented
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| Requirements</h2>
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| <h3>BuildingTcl</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Navigator</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>VEES</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h3>Other</h3>
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| <h4>
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| Basic model visualization</h4>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h2 style='line-height:normal'>Under-Development
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| Requirements</h2> | |
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h2 style='line-height:normal'>To-Be- | |
| Developed Requirements</h2>
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| <h3>Model Visualization</h3>
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| <h3>Recorder-data visualization</h3>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <h2 style='line-height:normal'>Continual-Development
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| Requirements</h2>
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| <h3>Documentation</h3>
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| <h3 style='line-height:normal'><o:p> </o:p></h3>
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| <h1 style='line-height:normal'>OpenSees
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| Outreach & Support</h1> | |
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| <h2 style='line-height:normal'>OpenSees
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| Days</h2>
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| <h3>User Workshop</h3>
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| <h3>Developer Workshop</h3>
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| <h3>Modeling Workshop</h3>
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| <h2><span class=SpellE>OpenSeesWiki</h2>
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| <h2>OpenSees Forum</h2>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| <p class=MsoNormal style='line-height:normal'><o:p> </o:p></p>
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| </div>
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| </body>
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| </html>
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