File:FreeFieldEffective.tcl: Difference between revisions

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(uploaded a new version of "File:FreeFieldEffective.tcl": corrected an error in the stable time step determination algorithm. nSteps needs to be an integer.)
(uploaded a new version of "File:FreeFieldEffective.tcl": added iterative convergence loop for the main dynamic analysis)
(No difference)

Revision as of 00:30, 4 December 2010

effective stress free-field analysis example file

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Date/TimeDimensionsUserComment
current22:33, 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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