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| Date | Name | Thumbnail | Size | User | Description | Versions |
|---|---|---|---|---|---|---|
| 23:11, 11 January 2011 | Example1 input.tcl (file) |  |
21 KB | Foxchameleon | 1 | |
| 23:23, 11 January 2011 | Figure2 Total acceleration time history at the base of the soil columnNewCopy.jpg (file) |  |
10 KB | Foxchameleon | 1 | |
| 23:25, 11 January 2011 | Figure3 Material propertie of various layers of soil columnNewCopy.jpg (file) |  |
16 KB | Foxchameleon | 1 | |
| 23:28, 11 January 2011 | Fig 4 example.png (file) |  |
30 KB | Foxchameleon | 1 | |
| 23:29, 11 January 2011 | Fig 5 example.png (file) |  |
29 KB | Foxchameleon | 1 | |
| 23:30, 11 January 2011 | Fig 6 example.png (file) |  |
28 KB | Foxchameleon | 2 | |
| 19:31, 31 January 2011 | A10000.tcl (file) | |
120 KB | Vesna | 1 | |
| 19:33, 31 January 2011 | Ex1a.Canti2D.EQ.mod.tcl (file) | |
4 KB | Vesna | 1 | |
| 00:44, 12 February 2011 | PatchRect.GIF (file) |  |
3 KB | Vesna | Reverted to version as of 00:41, 12 February 2011 | 4 |
| 18:19, 15 February 2011 | Fig2.png (file) |  |
21 KB | D.lignos | Viscous damper with K=500kN/mm, C=100000kN/(mm/s)^0.30, a=0.30 | 1 |
| 19:16, 16 February 2011 | Fig1.pdf (file) |  |
10 KB | D.lignos | Maxwell Model K=150kN/mm | 1 |
| 19:18, 16 February 2011 | Fig1.jpg (file) |  |
56 KB | D.lignos | Maxwell Model (Fig. 1) | 1 |
| 19:25, 16 February 2011 | Fig1.png (file) |  |
15 KB | D.lignos | 6 | |
| 04:41, 27 February 2011 | Maxwell-Fig1.png (file) |  |
13 KB | D.lignos | 2 | |
| 05:28, 27 February 2011 | MaxK1.png (file) |  |
17 KB | D.lignos | 2 | |
| 05:37, 27 February 2011 | SquareSsection.tcl (file) | |
1 KB | D.lignos | 1 | |
| 05:41, 27 February 2011 | ViscousD.tcl (file) | |
55 KB | D.lignos | 1 | |
| 05:44, 27 February 2011 | Maxwell Calibrator.tcl (file) | |
3 KB | D.lignos | 3 | |
| 05:47, 27 February 2011 | Calibration Maxwell example.zip (file) | |
22 KB | D.lignos | 1 | |
| 22:16, 4 March 2011 | OriginalMesh.png (file) |  |
12 KB | Mcganncr | undeformed mesh for excavation analysis practical example | 1 |
| 22:16, 4 March 2011 | ExcavatedMesh.png (file) |  |
17 KB | Mcganncr | deformed mesh for excavation analysis practical example. | 1 |
| 22:18, 4 March 2011 | VertStress.png (file) |  |
52 KB | Mcganncr | distribution of vertical stress in excavation analysis practical example | 1 |
| 22:18, 4 March 2011 | HorizStress.png (file) |  |
53 KB | Mcganncr | distribution of horizontal stress in excavation analysis practical example | 1 |
| 22:19, 4 March 2011 | ShearStress.png (file) |  |
61 KB | Mcganncr | distribution of shear stress in excavation analysis practical example | 1 |
| 22:20, 4 March 2011 | Excavation.tcl (file) | |
120 KB | Mcganncr | excavation analysis practical example | 1 |
| 22:21, 4 March 2011 | NodalDisp.gif (file) |  |
899 KB | Mcganncr | animation of deformation in excavation analysis practical example | 1 |
| 22:22, 4 March 2011 | ContactForces.gif (file) |  |
492 KB | Mcganncr | animated contact forces in excavation analysis practical example | 1 |
| 01:26, 5 March 2011 | InitialContact.png (file) |  |
27 KB | Mcganncr | 2 | |
| 01:27, 5 March 2011 | FinalContact.png (file) |  |
28 KB | Mcganncr | 2 | |
| 01:35, 5 March 2011 | ShearDiagram.gif (file) |  |
240 KB | Mcganncr | 2 | |
| 01:36, 5 March 2011 | MomentDiagram.gif (file) |  |
223 KB | Mcganncr | 2 | |
| 19:21, 7 March 2011 | WallShear.png (file) |  |
14 KB | Mcganncr | 2 | |
| 19:21, 7 March 2011 | WallMoment.png (file) |  |
13 KB | Mcganncr | 2 | |
| 06:21, 13 March 2011 | Numbering of nodes for the B-bar brick element.png (file) |  |
14 KB | Foxchameleon | 2 | |
| 06:23, 13 March 2011 | Numbering of nodes for the B-bar brick element.jpg (file) |  |
18 KB | Foxchameleon | 1 | |
| 06:45, 13 March 2011 | Cubic block of clay subjected to horizontal quasi-static cyclic loading under undrained condition.png (file) |  |
28 KB | Foxchameleon | 1 | |
| 06:47, 13 March 2011 | Sensitivity of displacement response.png (file) |  |
30 KB | Foxchameleon | 1 | |
| 06:48, 13 March 2011 | Forward finite difference (zoom view).png (file) | .png) |
25 KB | Foxchameleon | 1 | |
| 06:50, 13 March 2011 | Example2 input.tcl (file) | |
5 KB | Foxchameleon | 1 | |
| 06:54, 13 March 2011 | Geometry loading due to gravity and cross-sectional properties.png (file) |  |
51 KB | Foxchameleon | 1 | |
| 06:54, 13 March 2011 | Sensitivity of roof horizontal displacement response u roof.png (file) |  |
18 KB | Foxchameleon | 1 | |
| 06:54, 13 March 2011 | Computed using DDM and forward finite difference (zoom view).png (file) | .png) |
17 KB | Foxchameleon | 1 | |
| 06:55, 13 March 2011 | Example3 input.tcl (file) | |
12 KB | Foxchameleon | 1 | |
| 07:00, 13 March 2011 | 3-D one-bay three-story reinforced concrete building.png (file) |  |
21 KB | Foxchameleon | 1 | |
| 07:00, 13 March 2011 | Response of 3-D building.png (file) |  |
14 KB | Foxchameleon | 1 | |
| 07:00, 13 March 2011 | Validation of DDM results for 3-D building through forward finite difference analysis.png (file) |  |
27 KB | Foxchameleon | 1 | |
| 07:01, 13 March 2011 | Core concrete strength fc (zoom view).png (file) | .png) |
16 KB | Foxchameleon | 1 | |
| 07:01, 13 March 2011 | Example4 input.tcl (file) | |
26 KB | Foxchameleon | 1 | |
| 18:46, 14 March 2011 | EigenAnal twoStoreyShearFrame8.tcl (file) | |
4 KB | Vesna | 1 | |
| 18:51, 14 March 2011 | EigenAnal twoStoreyFrame1.tcl (file) | |
4 KB | Vesna | 1 |
