File:FreeFieldEffective.tcl: Difference between revisions
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(uploaded a new version of "File:FreeFieldEffective.tcl": added iterative convergence loop for the main dynamic analysis) |
(uploaded a new version of "File:FreeFieldEffective.tcl": updated file to include capability for different element sizes in each soil layer. also added permeability update feature to improve convergence in gravity analysis for cases with l) |
(No difference)
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Latest revision as of 22:33, 9 December 2010
effective stress free-field analysis example file
File history
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| Date/Time | Dimensions | User | Comment | |
|---|---|---|---|---|
| current | 22:33, 9 December 2010 | (20 KB) | Mcganncr (talk | contribs) | updated file to include capability for different element sizes in each soil layer. also added permeability update feature to improve convergence in gravity analysis for cases with low permeabilites |
| 00:30, 4 December 2010 | (18 KB) | Mcganncr (talk | contribs) | added iterative convergence loop for the main dynamic analysis | |
| 22:59, 2 December 2010 | (17 KB) | Mcganncr (talk | contribs) | corrected an error in the stable time step determination algorithm. nSteps needs to be an integer. | |
| 23:21, 30 September 2010 | (17 KB) | Mcganncr (talk | contribs) | effective stress free-field analysis example file |
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