User contributions for Foxchameleon

13 March 2011

• 07:1507:15, 13 March 2011 diff hist +23‎ Example 4: 3-D RC frame subjected to earthquake base excitation ‎No edit summary
• 07:1407:14, 13 March 2011 diff hist +23‎ Example 3: 2D RC frame subjected to earthquake base excitation ‎No edit summary
• 07:1407:14, 13 March 2011 diff hist +23‎ Example 2: 3D soil block subjected to static push over ‎No edit summary
• 07:1407:14, 13 March 2011 diff hist +23‎ Example 1: 2D soil column subjected to earthquake base excitation ‎No edit summary
• 07:1407:14, 13 March 2011 diff hist +18‎ Tcl input files for the provided application examples: ‎No edit summary
• 07:1307:13, 13 March 2011 diff hist +19‎ Extension of an existing material,cross section, and element for DDM-based: ‎No edit summary current
• 07:1307:13, 13 March 2011 diff hist +19‎ Demonstration Examples: ‎No edit summary
• 07:1307:13, 13 March 2011 diff hist +31‎ DDM-Based Response Sensitivity Computation Tcl Commands: ‎No edit summary
• 07:1207:12, 13 March 2011 diff hist +4‎ Sensitivity Analysis ‎No edit summary
• 07:0907:09, 13 March 2011 diff hist +24‎ Sensitivity Analysis ‎No edit summary
• 07:0407:04, 13 March 2011 diff hist +5,309‎ Example 2 InputFile: 3D soil block subjected to static push over ‎No edit summary
• 07:0307:03, 13 March 2011 diff hist +12,595‎ Example 3 InputFile: 2D RC frame subjected to earthquake base excitation ‎No edit summary
• 07:0307:03, 13 March 2011 diff hist +26,364‎ Example 4 InputFile: 3-D RC frame subjected to earthquake base excitation ‎No edit summary
• 07:0307:03, 13 March 2011 diff hist +33‎ Example 3 InputFile: 2D RC frame subjected to earthquake base excitation ‎No edit summary
• 07:0207:02, 13 March 2011 diff hist +33‎ Example 2 InputFile: 3D soil block subjected to static push over ‎No edit summary
• 07:0107:01, 13 March 2011 diff hist 0‎ N File:Example4 input.tcl ‎No edit summary current
• 07:0107:01, 13 March 2011 diff hist 0‎ N File:Core concrete strength fc (zoom view).png ‎No edit summary current
• 07:0007:00, 13 March 2011 diff hist 0‎ N File:Validation of DDM results for 3-D building through forward finite difference analysis.png ‎No edit summary current
• 07:0007:00, 13 March 2011 diff hist 0‎ N File:Response of 3-D building.png ‎No edit summary current
• 07:0007:00, 13 March 2011 diff hist 0‎ N File:3-D one-bay three-story reinforced concrete building.png ‎No edit summary current
• 06:5906:59, 13 March 2011 diff hist +2,022‎ Example 4: 3-D RC frame subjected to earthquake base excitation ‎No edit summary
• 06:5506:55, 13 March 2011 diff hist 0‎ N File:Example3 input.tcl ‎No edit summary current
• 06:5406:54, 13 March 2011 diff hist 0‎ N File:Computed using DDM and forward finite difference (zoom view).png ‎No edit summary current
• 06:5406:54, 13 March 2011 diff hist 0‎ N File:Sensitivity of roof horizontal displacement response u roof.png ‎No edit summary current
• 06:5406:54, 13 March 2011 diff hist 0‎ N File:Geometry loading due to gravity and cross-sectional properties.png ‎No edit summary current
• 06:5306:53, 13 March 2011 diff hist +2,307‎ Example 3: 2D RC frame subjected to earthquake base excitation ‎No edit summary
• 06:5006:50, 13 March 2011 diff hist 0‎ N File:Example2 input.tcl ‎No edit summary current
• 06:4906:49, 13 March 2011 diff hist −1,049‎ Example 2: 3D soil block subjected to static push over ‎No edit summary
• 06:4806:48, 13 March 2011 diff hist 0‎ N File:Forward finite difference (zoom view).png ‎No edit summary current
• 06:4806:48, 13 March 2011 diff hist +40‎ Example 2: 3D soil block subjected to static push over ‎No edit summary
• 06:4706:47, 13 March 2011 diff hist 0‎ N File:Sensitivity of displacement response.png ‎No edit summary current
• 06:4606:46, 13 March 2011 diff hist +500‎ Example 2: 3D soil block subjected to static push over ‎No edit summary
• 06:4506:45, 13 March 2011 diff hist 0‎ N File:Cubic block of clay subjected to horizontal quasi-static cyclic loading under undrained condition.png ‎No edit summary current
• 06:4506:45, 13 March 2011 diff hist −12‎ Example 2: 3D soil block subjected to static push over ‎No edit summary
• 06:4406:44, 13 March 2011 diff hist +38‎ Example 2: 3D soil block subjected to static push over ‎No edit summary
• 06:4206:42, 13 March 2011 diff hist +748‎ Example 2: 3D soil block subjected to static push over ‎No edit summary
• 06:4106:41, 13 March 2011 diff hist −92‎ Example 2: 3D soil block subjected to static push over ‎No edit summary
• 06:4106:41, 13 March 2011 diff hist +2,546‎ Example 2: 3D soil block subjected to static push over ‎No edit summary
• 06:3906:39, 13 March 2011 diff hist −1‎ Constraint Commands ‎No edit summary current
• 06:3906:39, 13 March 2011 diff hist −2‎ Constraint Commands ‎No edit summary
• 06:3806:38, 13 March 2011 diff hist +1,779‎ N Fiber Section for Sensitivity ‎ 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
• 06:3806:38, 13 March 2011 diff hist +1,021‎ N Elastic Section for Sensitivity ‎ 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
• 06:3806:38, 13 March 2011 diff hist +1,779‎ N Section Aggregator for Sensitivity ‎ 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
• 06:3806:38, 13 March 2011 diff hist +1,779‎ N Aggregator Command for Sensitivity ‎ 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
• 06:3306:33, 13 March 2011 diff hist +1,021‎ N Elastic Command for Sensitivity ‎ 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
• 06:3006:30, 13 March 2011 diff hist +625‎ N Fiber Command for Sensitivity ‎ 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
• 06:2506:25, 13 March 2011 diff hist +820‎ N BbarBrickWithSensitivity Element ‎ 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
• 06:2506:25, 13 March 2011 diff hist +1,643‎ N QuadWithSensitivity Element ‎ 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
• 06:2406:24, 13 March 2011 diff hist +4‎ BbarBrickWithSensitivity Command ‎No edit summary current
• 06:2306:23, 13 March 2011 diff hist 0‎ N File:Numbering of nodes for the B-bar brick element.jpg ‎No edit summary current