Elastic Uniaxial Material: Difference between revisions
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| style="background: | | style="background:lime; color:black; width:800px" | '''uniaxialMaterial Elastic $matTag $E <$eta> <$Eneg>''' | ||
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|- | |- | ||
| '''$eta ''' || damping tangent (optional, default=0.0) | | '''$eta ''' || damping tangent (optional, default=0.0) | ||
|- | |||
| '''$Eneg ''' || tangent in compression (optional, default=E) | |||
|} | |} | ||
[[Image:Elastic.gif]] | [[Image:Elastic.gif]] [[Image:ElasticPosNeg.png]] | ||
---- | ---- | ||
Code Developed by: <span style="color:blue"> fmk </span> | Code Developed by: <span style="color:blue"> fmk </span> | ||
Latest revision as of 16:09, 19 October 2013
- Command_Manual
- Tcl Commands
- Modeling_Commands
- model
- uniaxialMaterial
- ndMaterial
- frictionModel
- section
- geometricTransf
- element
- node
- sp commands
- mp commands
- timeSeries
- pattern
- mass
- block commands
- region
- rayleigh
- Analysis Commands
- Output Commands
- Misc Commands
- DataBase Commands
This command is used to construct an elastic uniaxial material object.
| uniaxialMaterial Elastic $matTag $E <$eta> <$Eneg> |
| $matTag | integer tag identifying material |
| $E | tangent |
| $eta | damping tangent (optional, default=0.0) |
| $Eneg | tangent in compression (optional, default=E) |
Code Developed by: fmk