User contributions for Silviamazzoni

For Silviamazzoni talk block log uploads logs

A user with 1,909 edits. Account created on 1 October 2009.

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18:5018:50, 11 November 2009 diff hist 0‎ N File:LibGeneratePeaks.tcl ‎No edit summary current
18:4918:49, 11 November 2009 diff hist 0‎ N File:LibAnalysisStaticParameters.tcl ‎No edit summary current
18:4918:49, 11 November 2009 diff hist 0‎ N File:LibAnalysisDynamicParameters.tcl ‎No edit summary current
18:4918:49, 11 November 2009 diff hist 0‎ N File:Ex4.Portal2D.build.InelasticSection.tcl ‎No edit summary current
18:4918:49, 11 November 2009 diff hist 0‎ N File:Ex4.Portal2D.build.InelasticFiberSection.tcl ‎No edit summary current
18:4918:49, 11 November 2009 diff hist 0‎ N File:Ex4.Portal2D.build.ElasticElement.tcl ‎No edit summary current
18:4918:49, 11 November 2009 diff hist 0‎ N File:Ex4.Portal2D.analyze.Static.Push.tcl ‎No edit summary current
18:4918:49, 11 November 2009 diff hist 0‎ N File:Ex4.Portal2D.analyze.Static.Cycle.tcl ‎No edit summary current
18:4818:48, 11 November 2009 diff hist 0‎ N File:Ex4.Portal2D.analyze.Dynamic.sine.Uniform.tcl ‎No edit summary current
18:4818:48, 11 November 2009 diff hist 0‎ N File:Ex4.Portal2D.analyze.Dynamic.sine.multipleSupport.tcl ‎No edit summary current
18:4818:48, 11 November 2009 diff hist 0‎ N File:Ex4.Portal2D.analyze.Dynamic.EQ.Uniform.tcl ‎No edit summary current
18:4818:48, 11 November 2009 diff hist 0‎ N File:Ex4.Portal2D.analyze.Dynamic.EQ.multipleSupport.tcl ‎No edit summary current
18:4818:48, 11 November 2009 diff hist 0‎ N File:Ex4.Portal2D.analyze.Dynamic.EQ.bidirect.tcl ‎No edit summary current
18:4118:41, 11 November 2009 diff hist +7,993‎ N OpenSees Example 4. Portal Frame ‎ Created page with '__NOTOC__ ==Introduction== The principal features of this example is the introduction of units and the separation of the model-building and the analysis portions of the input fil…'
18:3118:31, 11 November 2009 diff hist −2‎ OpenSees Example 3. Cantilever Column with units ‎No edit summary
18:2918:29, 11 November 2009 diff hist 0‎ N File:Ex3.Canti2D.build.InelasticSection.tcl ‎No edit summary current
18:2918:29, 11 November 2009 diff hist 0‎ N File:Ex3.Canti2D.build.InelasticFiberSection.tcl ‎No edit summary current
18:2918:29, 11 November 2009 diff hist 0‎ N File:Ex3.Canti2D.build.ElasticElement.tcl ‎No edit summary current
18:2918:29, 11 November 2009 diff hist 0‎ N File:Ex3.Canti2D.analyze.Static.Push.tcl ‎No edit summary current
18:2918:29, 11 November 2009 diff hist 0‎ N File:Ex3.Canti2D.analyze.Dynamic.EQ.Uniform.tcl ‎No edit summary current
18:2818:28, 11 November 2009 diff hist +338‎ OpenSees Example 3. Cantilever Column with units ‎No edit summary
18:2518:25, 11 November 2009 diff hist 0‎ N File:Example3 Push.GIF ‎No edit summary current
18:2518:25, 11 November 2009 diff hist 0‎ N File:Example3 EQ.GIF ‎No edit summary current
18:2118:21, 11 November 2009 diff hist 0‎ OpenSees Example 3. Cantilever Column with units ‎No edit summary
18:1818:18, 11 November 2009 diff hist +1‎ OpenSees Example 3. Cantilever Column with units ‎No edit summary
18:1718:17, 11 November 2009 diff hist −4‎ OpenSees Example 3. Cantilever Column with units ‎No edit summary
18:1718:17, 11 November 2009 diff hist +550‎ OpenSees Example 3. Cantilever Column with units ‎No edit summary
18:1418:14, 11 November 2009 diff hist 0‎ N File:Example3 FiberSection.GIF ‎No edit summary current
18:1318:13, 11 November 2009 diff hist 0‎ N File:Example3 UniaxialSection.GIF ‎No edit summary current
18:1318:13, 11 November 2009 diff hist 0‎ N File:Example3 Elastic.GIF ‎No edit summary current
18:1118:11, 11 November 2009 diff hist +1,584‎ OpenSees Example 3. Cantilever Column with units ‎No edit summary
17:5917:59, 11 November 2009 diff hist +167‎ OpenSees Example 3. Cantilever Column with units ‎No edit summary
17:5617:56, 11 November 2009 diff hist +54‎ OpenSees Example 3. Cantilever Column with units ‎No edit summary
17:5417:54, 11 November 2009 diff hist −7‎ OpenSees Example 2c. Nonlinear Cantilever Column: Inelastic Uniaxial Materials in Fiber Section ‎No edit summary
17:5317:53, 11 November 2009 diff hist +24‎ OpenSees Example 2a. Elastic Cantilever Column with variables ‎No edit summary
17:5217:52, 11 November 2009 diff hist −7‎ OpenSees Example 2b. Nonlinear Cantilever Column: Uniaxial Inelastic Section ‎No edit summary
17:5117:51, 11 November 2009 diff hist +139‎ OpenSees Example 2b. Nonlinear Cantilever Column: Uniaxial Inelastic Section ‎No edit summary
17:5017:50, 11 November 2009 diff hist +177‎ OpenSees Example 2c. Nonlinear Cantilever Column: Inelastic Uniaxial Materials in Fiber Section ‎No edit summary
17:4917:49, 11 November 2009 diff hist +69‎ OpenSees Example 1b. Elastic Portal Frame ‎No edit summary
17:4817:48, 11 November 2009 diff hist +81‎ OpenSees Example 1a. 2D Elastic Cantilever Column ‎No edit summary
17:4717:47, 11 November 2009 diff hist +75‎ OpenSees Example 2a. Elastic Cantilever Column with variables ‎No edit summary
17:4617:46, 11 November 2009 diff hist −1‎ OpenSees Example 3. Cantilever Column with units ‎No edit summary
17:4517:45, 11 November 2009 diff hist −9‎ OpenSees Example 3. Cantilever Column with units ‎No edit summary
17:4517:45, 11 November 2009 diff hist +2,015‎ OpenSees Example 3. Cantilever Column with units ‎No edit summary
17:3817:38, 11 November 2009 diff hist −8‎ OpenSees Example 3. Cantilever Column with units ‎No edit summary
17:3717:37, 11 November 2009 diff hist +3,308‎ N OpenSees Example 3. Cantilever Column with units ‎ Created page with '__NOTOC__ ==Introduction== The principal features of this example is the introduction of units and the separation of the model-building and the analysis portions of the input fil…'
17:3317:33, 11 November 2009 diff hist 0‎ N File:Example2c Push.GIF ‎No edit summary current
17:3217:32, 11 November 2009 diff hist 0‎ N File:Example2c EQ.GIF ‎No edit summary current
17:3017:30, 11 November 2009 diff hist +1,914‎ N OpenSees Example 2c. Nonlinear Cantilever Column: Inelastic Uniaxial Materials in Fiber Section ‎ Created page with '__NOTOC__ ==Introduction== In this example, the Uniaxial Section of Example 2b is replaced by a fiber section. Inelastic uniaxial materials are introduced in this example, which …'
17:2317:23, 11 November 2009 diff hist 0‎ N File:Example2b Push.GIF ‎No edit summary current

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