User contributions for Silviamazzoni
A user with 1,909 edits. Account created on 1 October 2009.
11 November 2009
- 22:5822:58, 11 November 2009 diff hist 0 N File:ExampleSection RCrect.GIF No edit summary current
- 22:5822:58, 11 November 2009 diff hist 0 N File:ExampleSection RCcirc.GIF No edit summary current
- 22:2422:24, 11 November 2009 diff hist −3,853 OpenSees Example 9. Build & Analyze a Section Example No edit summary
- 22:1722:17, 11 November 2009 diff hist +4,204 OpenSees Example 9. Build & Analyze a Section Example No edit summary
- 22:1222:12, 11 November 2009 diff hist −1 OpenSees Example 9. Build & Analyze a Section Example No edit summary
- 22:1222:12, 11 November 2009 diff hist +1,054 OpenSees Example 9. Build & Analyze a Section Example No edit summary
- 22:1022:10, 11 November 2009 diff hist −5 OpenSees Example 9. Build & Analyze a Section Example No edit summary
- 22:0922:09, 11 November 2009 diff hist −45 OpenSees Example 9. Build & Analyze a Section Example No edit summary
- 22:0822:08, 11 November 2009 diff hist +483 OpenSees Example 9. Build & Analyze a Section Example No edit summary
- 22:0322:03, 11 November 2009 diff hist +3 OpenSees Example 9. Build & Analyze a Section Example No edit summary
- 22:0222:02, 11 November 2009 diff hist −3 OpenSees Example 9. Build & Analyze a Section Example No edit summary
- 22:0122:01, 11 November 2009 diff hist −63 OpenSees Example 9. Build & Analyze a Section Example No edit summary
- 21:5921:59, 11 November 2009 diff hist +8,546 N OpenSees Example 9. Build & Analyze a Section Example Created page with '==Introduction== For the case of the uniaxial section, moment-curvature and axial force-deformation curves are defined independently, and numerically. For the case of the fiber …'
- 21:5021:50, 11 November 2009 diff hist +4 OpenSees Examples Manual -- Structural Models & Anlyses No edit summary
- 21:5021:50, 11 November 2009 diff hist +12 OpenSees Examples Manual -- Structural Models & Anlyses No edit summary
- 21:4821:48, 11 November 2009 diff hist −164 OpenSees Examples Manual -- Structural Models & Anlyses No edit summary
- 21:4621:46, 11 November 2009 diff hist +36 OpenSees Example 8. generic 3D Frame, NStory NBayX NBayZ, Reinforced-Concrete Section & Steel W-Section No edit summary
- 21:4421:44, 11 November 2009 diff hist +9,992 N OpenSees Example 8. generic 3D Frame, NStory NBayX NBayZ, Reinforced-Concrete Section & Steel W-Section Created page with '==Introduction== *Just like Example 6 for the 2D frame, this example utilizes Tcl variable-substitution and array-management tools to optimize the building of the numerical model…'
- 21:4021:40, 11 November 2009 diff hist 0 N File:DisplayModel3D.tcl No edit summary current
- 21:4021:40, 11 November 2009 diff hist 0 N File:Ex7.Frame3D.build.Wsec.tcl No edit summary current
- 21:4021:40, 11 November 2009 diff hist 0 N File:Ex7.Frame3D.build.RCsec.tcl No edit summary current
- 21:3921:39, 11 November 2009 diff hist 0 N File:Ex7.Frame3D.analyze.Static.Push.tcl No edit summary current
- 21:3921:39, 11 November 2009 diff hist 0 N File:Ex7.Frame3D.analyze.Static.Cycle.tcl No edit summary current
- 21:3921:39, 11 November 2009 diff hist 0 N File:Ex7.Frame3D.analyze.Dynamic.sine.Uniform.tcl No edit summary current
- 21:3921:39, 11 November 2009 diff hist 0 N File:Ex7.Frame3D.analyze.Dynamic.sine.multipleSupport.tcl No edit summary current
- 21:3921:39, 11 November 2009 diff hist 0 N File:Ex7.Frame3D.analyze.Dynamic.EQ.Uniform.tcl No edit summary current
- 21:3921:39, 11 November 2009 diff hist 0 N File:Ex7.Frame3D.analyze.Dynamic.EQ.multipleSupport.tcl No edit summary current
- 21:3921:39, 11 November 2009 diff hist 0 N File:Ex7.Frame3D.analyze.Dynamic.EQ.bidirect.tcl No edit summary current
- 21:3821:38, 11 November 2009 diff hist 0 OpenSees Example 7. 3D Frame, 3-story 3-bayX 3-bayZ, Reinforced-Concrete Section & Steel W-Section No edit summary
- 21:3721:37, 11 November 2009 diff hist 0 OpenSees Example 7. 3D Frame, 3-story 3-bayX 3-bayZ, Reinforced-Concrete Section & Steel W-Section No edit summary
- 21:3321:33, 11 November 2009 diff hist +11 OpenSees Example 7. 3D Frame, 3-story 3-bayX 3-bayZ, Reinforced-Concrete Section & Steel W-Section No edit summary
- 21:3221:32, 11 November 2009 diff hist −2,471 OpenSees Example 7. 3D Frame, 3-story 3-bayX 3-bayZ, Reinforced-Concrete Section & Steel W-Section No edit summary
- 21:2721:27, 11 November 2009 diff hist 0 N File:Example7 W.GIF No edit summary current
- 21:2721:27, 11 November 2009 diff hist 0 N File:Example7 RC.GIF No edit summary current
- 21:2521:25, 11 November 2009 diff hist +93 OpenSees Example 7. 3D Frame, 3-story 3-bayX 3-bayZ, Reinforced-Concrete Section & Steel W-Section No edit summary
- 21:2421:24, 11 November 2009 diff hist +74 OpenSees Example 7. 3D Frame, 3-story 3-bayX 3-bayZ, Reinforced-Concrete Section & Steel W-Section No edit summary
- 21:2321:23, 11 November 2009 diff hist 0 OpenSees Example 7. 3D Frame, 3-story 3-bayX 3-bayZ, Reinforced-Concrete Section & Steel W-Section No edit summary
- 21:2321:23, 11 November 2009 diff hist +386 OpenSees Example 7. 3D Frame, 3-story 3-bayX 3-bayZ, Reinforced-Concrete Section & Steel W-Section No edit summary
- 21:2121:21, 11 November 2009 diff hist +11,788 N OpenSees Example 7. 3D Frame, 3-story 3-bayX 3-bayZ, Reinforced-Concrete Section & Steel W-Section Created page with '==Introduction== *This example utilizes Tcl variable-substitution and array-management tools to optimize the building of the numerical model of a generic 2D frame. *The number o…'
- 21:1821:18, 11 November 2009 diff hist +1,020 OpenSees Example 6. generic 2D Frame, N-story N-bay, Reinforced-Concrete Section & Steel W-Section No edit summary
- 21:1421:14, 11 November 2009 diff hist 0 N File:Ex6.genericFrame2D.build.InelasticSection.tcl No edit summary current
- 21:1421:14, 11 November 2009 diff hist 0 N File:Ex6.genericFrame2D.build.InelasticFiberWSection.tcl No edit summary current
- 21:1321:13, 11 November 2009 diff hist 0 N File:Ex6.genericFrame2D.build.InelasticFiberRCSection.tcl No edit summary current
- 21:1321:13, 11 November 2009 diff hist 0 N File:Ex6.genericFrame2D.build.ElasticSection.tcl No edit summary current
- 21:1321:13, 11 November 2009 diff hist 0 N File:Ex6.genericFrame2D.analyze.Static.Push.tcl No edit summary current
- 21:1321:13, 11 November 2009 diff hist 0 N File:Ex6.genericFrame2D.analyze.Static.Cycle.tcl No edit summary current
- 21:1321:13, 11 November 2009 diff hist 0 N File:Ex6.genericFrame2D.analyze.Dynamic.sine.Uniform.tcl No edit summary current
- 21:1321:13, 11 November 2009 diff hist 0 N File:Ex6.genericFrame2D.analyze.Dynamic.sine.multipleSupport.tcl No edit summary current
- 21:1321:13, 11 November 2009 diff hist 0 N File:Ex6.genericFrame2D.analyze.Dynamic.EQ.Uniform.tcl No edit summary current
- 21:1321:13, 11 November 2009 diff hist 0 N File:Ex6.genericFrame2D.analyze.Dynamic.EQ.multipleSupport.tcl No edit summary current