Linear Algorithm: Difference between revisions
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| style="background:yellow; color:black; width:800px" | '''algorithm Linear <-initial>''' | | style="background:yellow; color:black; width:800px" | '''algorithm Linear <-secant> <-initial>''' | ||
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{| | {| | ||
| style="width:150px" | '''- | | style="width:150px" | '''-secant''' || optional flag to indicate to use secant stiffness | ||
|- | |- | ||
| '''- | | '''-initial''' || optional flag to indicate to use initial stiffness | ||
|} | |} | ||
Revision as of 08:10, 12 March 2010
- 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 a Linear algorithm object which takes one iteration to solve the system of equations.
- <math> \Delta U = - K^{-1}R(U),\!</math>
algorithm Linear <-secant> <-initial> |
-secant | optional flag to indicate to use secant stiffness |
-initial | optional flag to indicate to use initial stiffness |
Code Developed by: fmk