File list
Jump to navigation
Jump to search
This special page shows all uploaded files.
Date | Name | Thumbnail | Size | User | Description | Versions |
---|---|---|---|---|---|---|
19:13, 26 October 2022 | E0hjMl632cP0eA8X.pdf (file) | ![]() |
186 KB | Zsarnoczay | 1 | |
19:13, 26 October 2022 | DNUV7tYjGEAYgAe7.pdf (file) | ![]() |
187 KB | Zsarnoczay | 1 | |
19:13, 26 October 2022 | BRHvVep5A7AidN8O.pdf (file) | ![]() |
186 KB | Zsarnoczay | 1 | |
19:13, 26 October 2022 | BpQ8j6Dle5cpMpjM.pdf (file) | ![]() |
186 KB | Zsarnoczay | 1 | |
19:13, 26 October 2022 | AxC11y1adCFL96Nt.pdf (file) | ![]() |
186 KB | Zsarnoczay | 1 | |
19:13, 26 October 2022 | AiQcT6N1ucPmPEmB.pdf (file) | ![]() |
188 KB | Zsarnoczay | 1 | |
19:12, 26 October 2022 | 9ZRC0F1c86hKygv1.pdf (file) | ![]() |
187 KB | Zsarnoczay | 1 | |
19:12, 26 October 2022 | 9kBdwS4t2aVVzXRZ.pdf (file) | ![]() |
187 KB | Zsarnoczay | 1 | |
19:12, 26 October 2022 | 6PrgVSSqWYHe8z6k.pdf (file) | ![]() |
187 KB | Zsarnoczay | 1 | |
19:12, 26 October 2022 | 6lnJdh2JYrkTVHxW.pdf (file) | ![]() |
188 KB | Zsarnoczay | 1 | |
19:12, 26 October 2022 | 4spgpFFXEYIXX9ZL.pdf (file) | ![]() |
188 KB | Zsarnoczay | 1 | |
19:12, 26 October 2022 | 4rmMRkf7mMiV7m9U.pdf (file) | ![]() |
188 KB | Zsarnoczay | 1 | |
19:11, 26 October 2022 | 0dGF9ullyfXwQNy0.pdf (file) | ![]() |
187 KB | Zsarnoczay | 1 | |
19:11, 26 October 2022 | 0dAhYJRSOYP1ybQ4.pdf (file) | ![]() |
188 KB | Zsarnoczay | 1 | |
18:46, 26 October 2022 | 1XUN5TQX94.pdf (file) | ![]() |
65 KB | Zsarnoczay | 1 | |
15:56, 14 June 2020 | ZeroLengthContactNTS2Drc.png (file) | ![]() |
7 KB | Mhscott | 1 | |
15:55, 14 June 2020 | ZeroLengthInterface2Drc.png (file) | ![]() |
6 KB | Mhscott | 1 | |
17:24, 13 June 2020 | ZeroLengthContact2.png (file) | ![]() |
8 KB | Mhscott | Image of contact nodes | 1 |
14:24, 2 November 2019 | ExampleFRPpy.doc (file) | ![]() |
92 KB | Kmegal01 | Cantilever FRP-Confined Circular Reinforced Concrete Column under Cyclic Lateral Loading Please change the file type to ExampleFRP.py to run it with Python Intepreter | 1 |
10:05, 14 October 2019 | A992 flange UVC.png (file) | ![]() |
235 KB | A.Hartloper | 1 | |
10:05, 14 October 2019 | S355j2 UVC.png (file) | ![]() |
216 KB | A.Hartloper | 1 | |
14:47, 13 October 2019 | UVC Opensees valid s22.png (file) | ![]() |
120 KB | A.Hartloper | 5 | |
18:53, 30 September 2019 | Universe.png (file) | ![]() |
131 KB | Gabriel | 1 | |
23:24, 10 June 2019 | Pdmy03 table2.png (file) | ![]() |
42 KB | Ucsdsoil | 1 | |
23:24, 10 June 2019 | Pdmy03 table1.png (file) | ![]() |
131 KB | Ucsdsoil | 1 | |
23:49, 15 October 2018 | Example5.zip (file) | ![]() |
191 KB | Lei | Example5: A realistic dam-reservoir-foundation coupling system subjected to earthquake base excitation | 1 |
23:38, 15 October 2018 | Example5 fig5.png (file) | ![]() |
107 KB | Lei | 1 | |
23:38, 15 October 2018 | Example5 fig4.png (file) | ![]() |
141 KB | Lei | 1 | |
23:37, 15 October 2018 | Example5 fig3.png (file) | ![]() |
147 KB | Lei | 1 | |
23:37, 15 October 2018 | Example5 fig2.png (file) | ![]() |
69 KB | Lei | 1 | |
23:37, 15 October 2018 | Example5 fig1.png (file) | ![]() |
107 KB | Lei | 1 | |
22:14, 15 October 2018 | Example4.zip (file) | ![]() |
30 KB | Lei | Example 4: 3D RC frame subjected to earthquake base excitation | 1 |
22:12, 15 October 2018 | Example3.zip (file) | ![]() |
18 KB | Lei | Example 3: 2D RC frame subjected to earthquake base excitation | 2 |
22:09, 15 October 2018 | Example2.zip (file) | ![]() |
4 KB | Lei | Example 2: 3D soil block subjected to static push over | 1 |
22:05, 15 October 2018 | Example1.zip (file) | ![]() |
19 KB | Lei | Example 1: 2D soil column subjected to earthquake base excitation | 1 |
18:09, 15 September 2018 | ExampleFRP.tcl (file) | ![]() |
82 KB | Kmegal01 | 2 | |
12:36, 13 March 2018 | TetResults.png (file) | ![]() |
98 KB | Jaabell | 1 | |
20:15, 12 March 2018 | Tet.png (file) | ![]() |
4 KB | Jaabell | A four-node tetrahedron. | 1 |
06:41, 21 January 2018 | AnyDirectionEarthquake.tcl (file) | ![]() |
8 KB | M.Foroughi | 2 | |
06:49, 10 January 2018 | Foroughi fig9.jpg (file) | ![]() |
47 KB | M.Foroughi | 1 | |
06:47, 10 January 2018 | Foroughi fig8.jpg (file) | ![]() |
44 KB | M.Foroughi | 1 | |
06:45, 10 January 2018 | Foroughi fig7.jpg (file) | ![]() |
82 KB | M.Foroughi | 1 | |
06:45, 10 January 2018 | Foroughi fig6.jpg (file) | ![]() |
31 KB | M.Foroughi | 1 | |
06:37, 10 January 2018 | Foroughi fig5.jpg (file) | ![]() |
40 KB | M.Foroughi | 1 | |
06:35, 10 January 2018 | Foroughi fig4.jpg (file) | ![]() |
44 KB | M.Foroughi | 1 | |
06:35, 10 January 2018 | Foroughi fig3.jpg (file) | ![]() |
44 KB | M.Foroughi | 1 | |
22:24, 9 January 2018 | Foroughi fig2.jpg (file) | ![]() |
47 KB | M.Foroughi | 1 | |
22:20, 9 January 2018 | Foroughi fig1.jpg (file) | ![]() |
33 KB | M.Foroughi | 1 | |
22:04, 9 January 2018 | Any direction earthquake.pdf (file) | ![]() |
670 KB | M.Foroughi | In this example we want to apply earthquake in any direction to a 3D elastic frame by using UniformExcitation command in OpenSEES software. Presented method is usable for any other 3D structure. In OpenSEES by UniformExcitation command we can apply accele | 1 |
06:51, 16 August 2017 | CheckingTripleFrictionPendulum 3DDynamic VariableFriction.tcl (file) | ![]() |
5 KB | Ndao | 4 |