Krylov-Newton Algorithm: Difference between revisions
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REFERENCES: | REFERENCES: | ||
Scott, M.H. and G.L. Fenves. "A Krylov Subspace Accelerated Newton Algorithm: Application to Dynamic Progressive Collapse Simulation of Frames." Journal of Structural Engineering, 136(5), May 2010. [http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0000143 DOI] | |||
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Code Developed by: <span style="color:blue"> | Code Developed by: <span style="color:blue"> Micheal Scott, Oregon State Unievrsity </span> |
Revision as of 19:20, 3 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
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- Analysis Commands
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- DataBase Commands
This command is used to construct a KrylovNewton algorithm object which is uses a Krylov subspace accelerator to accelerate the convergence of the modified newton method. The command is of the following form:
algorithm Newton <-iterate $tangIter> <-increment $tangIncr> <-maxDim $maxDim> |
$tangIter | tangent to iterate on, options are current, initial, noTangent. default is current. |
$tangIncr | tangent to increment on, options are current, initial, noTangent. default is current |
$maxDim | max number of vectors stored. |
NOTES:
REFERENCES:
Scott, M.H. and G.L. Fenves. "A Krylov Subspace Accelerated Newton Algorithm: Application to Dynamic Progressive Collapse Simulation of Frames." Journal of Structural Engineering, 136(5), May 2010. DOI
Code Developed by: Micheal Scott, Oregon State Unievrsity