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Date | Name | Thumbnail | Size | User | Description | Versions |
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21:40, 26 October 2010 | 2DsoilProfileMap.png (file) | ![]() |
43 KB | Mcganncr | 2 | |
21:42, 26 October 2010 | 2DslopeAnalysisMesh.png (file) | ![]() |
33 KB | Mcganncr | 2 | |
20:51, 27 October 2010 | LiquefiedState.png (file) | ![]() |
68 KB | Mcganncr | 3 | |
17:23, 28 October 2010 | SlopePPcomp.png (file) | ![]() |
80 KB | Mcganncr | Reverted to version as of 18:35, 26 October 2010 | 6 |
19:13, 28 October 2010 | SlopeStressStrain.png (file) | ![]() |
36 KB | Mcganncr | comparison of stress-strain response for two locations in 2D slope analysis example | 1 |
20:35, 28 October 2010 | ZeroLengthInterface2D fig1.jpg (file) | ![]() |
9 KB | Rgrayeli | 2 | |
20:39, 28 October 2010 | ZeroLengthInterface2D fig2.jpg (file) | ![]() |
4 KB | Rgrayeli | figure 2 for ZeroLengthInterface2D manual page | 1 |
20:44, 28 October 2010 | ZeroLengthContactNTS2D fig3.jpg (file) | ![]() |
13 KB | Rgrayeli | 2 | |
20:48, 28 October 2010 | ZeroLengthInterface2D Example1.tcl (file) | ![]() |
2 KB | Rgrayeli | Example 1 for ZeroLengthInterface2D manual page | 1 |
20:49, 28 October 2010 | ZeroLengthInterface2D Example2.tcl (file) | ![]() |
7 KB | Rgrayeli | Example 2 for ZeroLengthInterface2D manual page | 1 |
23:58, 29 October 2010 | ProbType1.png (file) | ![]() |
79 KB | Mcganncr | 1 | |
23:58, 29 October 2010 | ProbTypeCond.png (file) | ![]() |
107 KB | Mcganncr | 1 | |
23:58, 29 October 2010 | ProbTypeDOF.png (file) | ![]() |
113 KB | Mcganncr | 1 | |
23:59, 29 October 2010 | ProbTypeEnd.png (file) | ![]() |
91 KB | Mcganncr | 1 | |
23:59, 29 October 2010 | ProbTypeMat.png (file) | ![]() |
164 KB | Mcganncr | 1 | |
01:38, 4 November 2010 | StressSdrain.png (file) | ![]() |
104 KB | Mcganncr | distribution of effective stress for single drainage consolidation example | 1 |
01:39, 4 November 2010 | PpSingle.png (file) | ![]() |
106 KB | Mcganncr | 2 | |
01:39, 4 November 2010 | PpDouble.png (file) | ![]() |
118 KB | Mcganncr | 2 | |
01:39, 4 November 2010 | Settle.png (file) | ![]() |
31 KB | Mcganncr | 2 | |
17:12, 4 November 2010 | 1Dconsolidation.tcl (file) | ![]() |
10 KB | Mcganncr | 2 | |
17:13, 4 November 2010 | Consolidation.zip (file) | ![]() |
4 KB | Mcganncr | 2 | |
18:10, 23 November 2010 | RCyclicPinch.tcl (file) | ![]() |
3 KB | Vesna | 1 | |
18:10, 23 November 2010 | ProcUniaxialPinching.tcl (file) | ![]() |
2 KB | Vesna | 1 | |
23:38, 24 November 2010 | PR1.tcl (file) | ![]() |
16 KB | Vesna | 1 | |
23:38, 24 November 2010 | ProcMKPC.tcl (file) | ![]() |
2 KB | Vesna | 1 | |
23:39, 24 November 2010 | ProcRC.tcl (file) | ![]() |
4 KB | Vesna | 1 | |
00:34, 4 December 2010 | SlopeAnalysis2Dexample.zip (file) | ![]() |
149 KB | Mcganncr | fixed a bug in the iterative convergence loop for the main tcl file of this example | 2 |
21:28, 7 December 2010 | Dhist plot ConcDynam.png (file) | ![]() |
11 KB | Leads | Reverted to version as of 16:08, 2 September 2010 | 3 |
21:29, 7 December 2010 | Eads PZ thist.png (file) | ![]() |
11 KB | Leads | Reverted to version as of 07:14, 5 October 2010 | 4 |
22:32, 9 December 2010 | SiteResponseEffective.zip (file) | ![]() |
1.54 MB | Mcganncr | updated tcl input 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 | 4 |
22:33, 9 December 2010 | FreeFieldEffective.tcl (file) | ![]() |
20 KB | Mcganncr | 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 | 4 |
19:12, 11 January 2011 | Osees1.jpg (file) | ![]() |
45 KB | Fmk | 1 | |
20:35, 11 January 2011 | P large hX0I 75970006d9915c3f.jpg (file) | ![]() |
106 KB | Foxchameleon | 1 | |
20:36, 11 January 2011 | P large hX0I 7590006d9915c3f.jpg (file) | ![]() |
10 KB | Foxchameleon | 1 | |
20:41, 11 January 2011 | Fig 4.png (file) | ![]() |
30 KB | Foxchameleon | 2 | |
20:53, 11 January 2011 | Example new.jpg (file) | ![]() |
33 KB | Foxchameleon | 1 | |
21:54, 11 January 2011 | Fig 1.jpg (file) | ![]() |
33 KB | Foxchameleon | 4 | |
22:05, 11 January 2011 | 2D soil column subjected to earthquake base excitation.jpg (file) | ![]() |
33 KB | Foxchameleon | 2D_soil_column_subjected_to_earthquake_base_excitation | 8 |
22:07, 11 January 2011 | Figure1 2D soil column subjected to earthquake base excitation.jpg (file) | ![]() |
33 KB | Foxchameleon | 1 | |
22:09, 11 January 2011 | Try new.jpg (file) | ![]() |
33 KB | Foxchameleon | 1 | |
22:12, 11 January 2011 | TryNew.jpg (file) | ![]() |
33 KB | Foxchameleon | 1 | |
22:17, 11 January 2011 | TryNew1.jpg (file) | ![]() |
33 KB | Foxchameleon | 1 | |
22:21, 11 January 2011 | Fig 6.png (file) | ![]() |
29 KB | Foxchameleon | 1 | |
22:23, 11 January 2011 | Strange1.jpg (file) | ![]() |
33 KB | Foxchameleon | 1 | |
22:29, 11 January 2011 | Strange1.JPG (file) | 23 KB | Foxchameleon | 1 | ||
22:37, 11 January 2011 | Ex1.jpg (file) | ![]() |
31 KB | Foxchameleon | 1 | |
22:38, 11 January 2011 | Ex24EPWP.jpg (file) | ![]() |
23 KB | Foxchameleon | 1 | |
22:42, 11 January 2011 | BrickUp.png (file) | ![]() |
3 KB | Foxchameleon | 1 | |
22:42, 11 January 2011 | App FiberSection .png (file) | ![]() |
45 KB | Foxchameleon | 1 | |
22:43, 11 January 2011 | AppA A2.jpg (file) | ![]() |
41 KB | Foxchameleon | 1 |