User contributions
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- 23:42, 2 February 2016 (diff | hist) (+36) AV3D4 (current)
- 23:41, 2 February 2016 (diff | hist) (+36) AC3D8 (current)
- 23:41, 2 February 2016 (diff | hist) (+36) VS3D4 (current)
- 23:40, 2 February 2016 (diff | hist) (+36) ASI3D8 (current)
- 21:45, 8 May 2014 (diff | hist) (+18) Example 4: 3-D RC frame subjected to earthquake base excitation
- 21:45, 8 May 2014 (diff | hist) (-6) Example 3: 2D RC frame subjected to earthquake base excitation
- 21:44, 8 May 2014 (diff | hist) (+18) Example 2: 3D soil block subjected to static push over
- 21:44, 8 May 2014 (diff | hist) (-49) Example 1: 2D soil column subjected to earthquake base excitation
- 21:43, 8 May 2014 (diff | hist) (-75) Example 1: 2D soil column subjected to earthquake base excitation
- 21:42, 8 May 2014 (diff | hist) (+69) Example 1: 2D soil column subjected to earthquake base excitation
- 21:40, 8 May 2014 (diff | hist) (0) File:FilesNeeded4Example1.zip (uploaded a new version of "File:FilesNeeded4Example1.zip": all files for example1) (current)
- 21:39, 8 May 2014 (diff | hist) (+73) Example 1: 2D soil column subjected to earthquake base excitation
- 21:37, 8 May 2014 (diff | hist) (+24) Example 3: 2D RC frame subjected to earthquake base excitation
- 17:45, 14 August 2013 (diff | hist) (+3) Sensitivity Analysis
- 17:41, 14 August 2013 (diff | hist) (+7) Sensitivity Analysis
- 17:39, 14 August 2013 (diff | hist) (-2) m Tcl input files for the provided application examples:
- 17:39, 14 August 2013 (diff | hist) (+20) Tcl input files for the provided application examples:
- 17:38, 14 August 2013 (diff | hist) (+6) Tcl input files for the provided application examples:
- 17:38, 14 August 2013 (diff | hist) (-24) Tcl input files for the provided application examples:
- 17:37, 14 August 2013 (diff | hist) (-12) Tcl input files for the provided application examples:
- 17:36, 14 August 2013 (diff | hist) (+13) Tcl input files for the provided application examples:
- 17:35, 14 August 2013 (diff | hist) (-204) Tcl input files for the provided application examples:
- 17:34, 14 August 2013 (diff | hist) (0) N File:FilesNeeded4Example4.zip (current)
- 17:33, 14 August 2013 (diff | hist) (0) N File:FilesNeeded4Example3.zip (current)
- 17:33, 14 August 2013 (diff | hist) (0) N File:FilesNeeded4Example2.zip (current)
- 17:31, 14 August 2013 (diff | hist) (+35) N File:FilesNeeded4Example1.zip (All files needed are included here.)
- 17:16, 14 August 2013 (diff | hist) (0) N File:Example1 Soil2D.zip (current)
- 17:13, 14 August 2013 (diff | hist) (-16) Tcl input files for the provided application examples:
- 17:02, 14 August 2013 (diff | hist) (+4) Tcl input files for the provided application examples:
- 17:01, 14 August 2013 (diff | hist) (+3) Tcl input files for the provided application examples:
- 17:00, 14 August 2013 (diff | hist) (+139) Tcl input files for the provided application examples:
- 16:56, 14 August 2013 (diff | hist) (+21) Tcl input files for the provided application examples:
- 16:26, 14 August 2013 (diff | hist) (+28) Sensitivity Analysis
- 22:41, 13 March 2011 (diff | hist) (+7) Example 2: 3D soil block subjected to static push over
- 22:23, 13 March 2011 (diff | hist) (+440) N Transformation (Created page with '{{Sensitivity_Command_Manual}} : This command is used to construct a multi-point constraint handler based on the transformation equation method. {| | style="background:yellow...') (current)
- 22:22, 13 March 2011 (diff | hist) (+820) N BbarBrickWithSensitivity (Created page with '{{Sensitivity_Command_Manual}} : This command is used to construct an eight-node 3D brick element object based on a trilinear isoparametric formulation. {| | style="background...') (current)
- 22:22, 13 March 2011 (diff | hist) (+1,643) N QuadWithSensitivity (Created page with '{{Sensitivity_Command_Manual}} : This command is used to construct a 2D four-node quadrilateral element object based on a bilinear isoparametric formulation. {| | style="backg...') (current)
- 22:22, 13 March 2011 (diff | hist) (+1,086) N DispBeamColumnWithSensitivity (Created page with '{{Sensitivity_Command_Manual}} : This command is used to construct a 2-D or 3-D distributed-plasticity displacement-based beam-column (frame) element. {| | style="background:y...') (current)
- 22:21, 13 March 2011 (diff | hist) (+1,779) N Aggregator (Created page with '{{Sensitivity_Command_Manual}} : This command is used to construct a SectionAggregator object which groups previously-defined UniaxialMaterial objects into a single section forc...') (current)
- 22:21, 13 March 2011 (diff | hist) (+1,021) N Elastic (Created page with '{{Sensitivity_Command_Manual}} : Both 2-D and 3-D elastic sections are available for response sensitivity computation. {| | style="background:yellow; color:black; width:800px"...') (current)
- 22:20, 13 March 2011 (diff | hist) (+625) N Fiber (Created page with '{{Sensitivity_Command_Manual}} : Both 2-D and 3-D fiber sections are available for response sensitivity computation. {| style="background:yellow; color:black; width:800px" | ...') (current)
- 22:19, 13 March 2011 (diff | hist) (+1) DDM-Based Response Sensitivity Computation Tcl Commands: (current)
- 22:18, 13 March 2011 (diff | hist) (+1) Template:GeneralCommandsMenu (current)
- 22:18, 13 March 2011 (diff | hist) (+258) Recorder Commands (current)
- 22:16, 13 March 2011 (diff | hist) (+2,557) N Recorder Commands (Created page with ' <h2>recorder Command</h2> : To record the nodal response and response sensitivity, the most commonly used format is: {| | style="background:yellow; color:black; width:80...')
- 22:16, 13 March 2011 (diff | hist) (+1) General Commands (current)
- 22:15, 13 March 2011 (diff | hist) (-1) General Commands
- 22:14, 13 March 2011 (diff | hist) (-6) General Commands
- 22:14, 13 March 2011 (diff | hist) (+1) General Commands
- 22:11, 13 March 2011 (diff | hist) (-16) General Commands
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