Linear Algorithm: Difference between revisions
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| style="background: | | style="background:green; color:black; width:800px" | '''algorithm Linear <-initial> <-factorOnce>''' | ||
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Revision as of 18:23, 17 May 2013
- Command_Manual
- Tcl Commands
- Modeling_Commands
- model
- uniaxialMaterial
- ndMaterial
- frictionModel
- section
- geometricTransf
- element
- node
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- mp commands
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- block commands
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- 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 <-initial> <-factorOnce> |
-secant | optional flag to indicate to use secant stiffness |
-initial | optional flag to indicate to use initial stiffness |
-factorOnce | optional flag to indicate to only set up and factor matrix once |
NOTES 1) as the tangent matrix typically will not change during the analysis in case of an elastic system it is highly advatageous to use the -factorOnce option. Do not use this option if you have a nonlinear system and you want the tangent used to be actual tangent at time of the analysis step.
Code Developed by: fmk