User contributions for Fmk
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23 October 2009
- 23:3323:33, 23 October 2009 diff hist 0 N File:CentrifugeExampleOpenSeesModel.jpg No edit summary current
- 23:3223:32, 23 October 2009 diff hist 0 N File:Elastic.CentrifugeExampleModelGeometry.jpg No edit summary current
- 23:3223:32, 23 October 2009 diff hist +57 Simulating a Centrifuge Test No edit summary
- 23:2623:26, 23 October 2009 diff hist +126 Simulating a Centrifuge Test No edit summary
- 23:2123:21, 23 October 2009 diff hist +1,755 Simulating a Centrifuge Test No edit summary
- 22:4922:49, 23 October 2009 diff hist −5 Simulating a Centrifuge Test No edit summary
- 22:4622:46, 23 October 2009 diff hist +3 Simulating a Centrifuge Test No edit summary
- 22:4422:44, 23 October 2009 diff hist +42 Simulating a Centrifuge Test No edit summary
- 22:4122:41, 23 October 2009 diff hist +21,976 N Simulating a Centrifuge Test New page: This article describes the basic OpenSees features needed for the simulation of vertically propagating shear waves in a scale model in a centrifuge. GID has been used for pre- and post- pr...
- 22:3922:39, 23 October 2009 diff hist +34 OpenSees User →Practical Examples
- 22:3722:37, 23 October 2009 diff hist −1 Help:Contents →Examples Manual current
- 22:1222:12, 23 October 2009 diff hist +45 UniaxialMaterial Command No edit summary
- 22:0422:04, 23 October 2009 diff hist +224 UniaxialMaterial Command No edit summary
- 21:5121:51, 23 October 2009 diff hist 0 N File:Concrete0B.png No edit summary current
- 21:5021:50, 23 October 2009 diff hist −21 Concrete04 Material -- Popovics Concrete Material No edit summary current
- 21:5021:50, 23 October 2009 diff hist 0 N File:Concrete04A.png No edit summary current
- 21:4921:49, 23 October 2009 diff hist +2,816 N Concrete04 Material -- Popovics Concrete Material New page: This command is used to construct a uniaxial Popovics concrete material object with degraded linear unloading/reloading stiffness according to the work of Karsan-Jirsa and tensile strength...
20 October 2009
- 22:3522:35, 20 October 2009 diff hist +4,118 Bond SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars No edit summary
- 22:3322:33, 20 October 2009 diff hist 0 N File:BondSP Sy1.png No edit summary current
- 22:3222:32, 20 October 2009 diff hist 0 N File:BondSPPinching.png No edit summary current
- 22:3122:31, 20 October 2009 diff hist 0 N File:BondSPCyclic.png No edit summary current
- 22:3122:31, 20 October 2009 diff hist 0 N File:BondSPMonotonic.png No edit summary current
- 22:3122:31, 20 October 2009 diff hist +713 Bond SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars No edit summary
- 21:4421:44, 20 October 2009 diff hist +291 Bond SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars No edit summary
- 21:4121:41, 20 October 2009 diff hist +2 Force-Based Beam-Column Element No edit summary
- 21:2721:27, 20 October 2009 diff hist +6 Elastic-Perfectly Plastic Material No edit summary
- 21:2521:25, 20 October 2009 diff hist +1,628 N Bond SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars New page: This command is used to construct a uniaxial material object for capturing strain penetration effects at the column-to-footing, column-to-bridge bent caps, and wall-to-footing intersection...
- 21:1821:18, 20 October 2009 diff hist −1 BARSLIP Material No edit summary
- 21:1821:18, 20 October 2009 diff hist +294 BARSLIP Material No edit summary
- 21:1321:13, 20 October 2009 diff hist +3,975 N BARSLIP Material New page: This command is used to construct a uniaxial material that simulates the bar force versus slip response of a reinforcing bar anchored in a beam-column joint. The model exhibits degradation...
- 21:0721:07, 20 October 2009 diff hist +683 N Viscous Material New page: This command is used to construct a uniaxial viscous material object. stress =C(strain-rate)^alpha {| | style="background:yellow; color:black; width:800px" | '''uniaxialMaterial Viscous ...
- 20:5420:54, 20 October 2009 diff hist 0 N File:Hysteretic.gif No edit summary current
- 20:5420:54, 20 October 2009 diff hist +1,918 N Hysteretic Material New page: This command is used to construct a uniaxial bilinear hysteretic material object with pinching of force and deformation, damage due to ductility and energy, and degraded unloading stiffnes...
14 October 2009
- 00:1900:19, 14 October 2009 diff hist −9 Node Envelope Recorder No edit summary
- 00:1900:19, 14 October 2009 diff hist +1,712 N Node Envelope Recorder New page: The EnvelopeNode recorder type records the min, max and absolute max of a number of nodal response quantaties. The command to create a node envelope recorder is: {| | style="background:y...
- 00:1600:16, 14 October 2009 diff hist −3 Node Recorder No edit summary
- 00:1600:16, 14 October 2009 diff hist +1,669 N Node Recorder New page: The Node recorder type records the response of a number of nodes at every converged step. T The command to create a node recorder is: {| | style="background:yellow; color:black; width:8...
13 October 2009
- 23:5923:59, 13 October 2009 diff hist +47 Element Recorder No edit summary
- 23:5623:56, 13 October 2009 diff hist −91 Steel01 Material No edit summary
- 23:3223:32, 13 October 2009 diff hist −1 Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening No edit summary
- 23:3123:31, 13 October 2009 diff hist 0 N File:Steel02HystereticC.jpg No edit summary current
- 23:3123:31, 13 October 2009 diff hist 0 N File:Steel02HystereticB.jpg No edit summary current
- 23:3123:31, 13 October 2009 diff hist 0 N File:Steel02HystereticA.jpg No edit summary current
- 23:3023:30, 13 October 2009 diff hist 0 N File:Steel02Monotonic.jpg No edit summary current
- 23:3023:30, 13 October 2009 diff hist +2,125 N Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening New page: This command is used to construct a uniaxial Giuffre-Menegotto-Pinto steel material object with isotropic strain hardening. {| | style="background:yellow; color:black; width:800px" | ''...
9 October 2009
- 19:2219:22, 9 October 2009 diff hist +134 Linear Algorithm No edit summary
- 19:1319:13, 9 October 2009 diff hist +137 N Linear Algorithm New page: This command is used to construct a Linear algorithm object which takes one iteration to solve the system of equations. algorithm Linear
- 19:1119:11, 9 October 2009 diff hist −61 Analyze Command No edit summary
- 19:1119:11, 9 October 2009 diff hist +2 Analyze Command No edit summary
- 19:1019:10, 9 October 2009 diff hist +1,076 N Analyze Command New page: This command is used to perform the analysis. {| | style="background:yellow; color:black; width:800px" | '''analyze $numIncr <$dt> <$dtMin $dtMax $Jd>''' |} ---- {| | style="width:15...