User contributions for Fmk

7 October 2009

• 21:2921:29, 7 October 2009 diff hist −2‎ Command Manual ‎No edit summary
• 21:2721:27, 7 October 2009 diff hist +220‎ Command Manual ‎No edit summary
• 21:1821:18, 7 October 2009 diff hist −1‎ Element Command ‎No edit summary
• 21:1721:17, 7 October 2009 diff hist −11‎ FourNodeQuad u-p Element ‎No edit summary
• 21:0821:08, 7 October 2009 diff hist 0‎ m OpenSees User ‎ Protected "OpenSees User" [edit=autoconfirmed:move=autoconfirmed]
• 21:0721:07, 7 October 2009 diff hist 0‎ m Main Page ‎ Protected "Main Page" [edit=autoconfirmed:move=autoconfirmed]
• 20:5520:55, 7 October 2009 diff hist 0‎ N File:Brick.png ‎No edit summary current
• 20:5520:55, 7 October 2009 diff hist +21‎ Brick u-p Element ‎No edit summary
• 20:4920:49, 7 October 2009 diff hist −30‎ FourNodeQuad u-p Element ‎No edit summary
• 20:4820:48, 7 October 2009 diff hist +1‎ Brick u-p Element ‎No edit summary
• 20:4720:47, 7 October 2009 diff hist +2,441‎ N Brick u-p Element ‎ New page: This command is used to construct an BrickUP element object. A BrickUP element is an 8-node hexahedral linear isoparametric element. Each node has 4 degrees-of-freedom (DOF): DOFs 1 to 3 ...
• 20:3920:39, 7 October 2009 diff hist +2,583‎ N FourNodeQuad u-p Element ‎ New page: This command is used to construct an eFourNodeQuadUP element object. A FourNodeQuadUP element is a four-node plane-strain element using bilinear isoparametric formulation. This element is...
• 00:2800:28, 7 October 2009 diff hist +798‎ N Analysis Command ‎ New page: This command is used to construct the Analysis object, which defines what type of analysis is to be performed. {| | style="background:yellow; color:black; width:800px" | '''analysis anal...

2 October 2009

• 21:4621:46, 2 October 2009 diff hist +2,701‎ N Displacement-Based Beam-Column Element ‎ New page: This command is used to construct a displacement beam element object, which is based on the displacement formulation, and considers the spread of plasticity along the element. {| | style...

1 October 2009

• 23:5523:55, 1 October 2009 diff hist +2‎ Truss Element ‎No edit summary
• 23:5523:55, 1 October 2009 diff hist +1‎ Truss Element ‎No edit summary
• 23:5423:54, 1 October 2009 diff hist +11‎ Force-Based Beam-Column Element ‎No edit summary
• 23:5323:53, 1 October 2009 diff hist +20‎ Truss Element ‎No edit summary
• 23:5323:53, 1 October 2009 diff hist +36‎ Force-Based Beam-Column Element ‎No edit summary
• 23:5223:52, 1 October 2009 diff hist +106‎ Force-Based Beam-Column Element ‎No edit summary
• 23:4823:48, 1 October 2009 diff hist +3,429‎ N Force-Based Beam-Column Element ‎ New page: This command is used to construct a force beam element object, which is based on the non-iterative (or iterative) force formulation, and considers the spread of plasticity along the elemen...
• 23:3923:39, 1 October 2009 diff hist +1,407‎ N Elastic Beam Column Element ‎ New page: This command is used to construct an elasticBeamColumn element object. The arguments for the construction of an elastic beam-column element depend on the dimension of the problem, ndm: Fo...
• 23:3023:30, 1 October 2009 diff hist +1,821‎ N ZeroLength Element ‎ New page: his command is used to construct a zeroLength element object, which is defined by two nodes at the same location. The nodes are connected by multiple UniaxialMaterial objects to represent ...
• 23:1723:17, 1 October 2009 diff hist +6‎ Truss Element ‎No edit summary
• 23:1723:17, 1 October 2009 diff hist +1,383‎ N Truss Element ‎ New page: This command is used to construct a truss element object. There are two ways to construct a truss element object: One way is to specify an area and a UniaxialMaterial identifier: {| | s...

30 September 2009

• 23:5623:56, 30 September 2009 diff hist 0‎ Integrator Command ‎No edit summary
• 23:5623:56, 30 September 2009 diff hist +897‎ N Integrator Command ‎ New page: This command is used to construct the Integrator object. The Integrator object determines the meaning of the terms in the system of equation object Ax=B. The Integrator object is used for...
• 23:4823:48, 30 September 2009 diff hist +327‎ N Algorithm Command ‎ New page: This command is used to construct a SolutionAlgorithm object, which determines the sequence of steps taken to solve the non-linear equation. *Linear Algorithm *Newton Algorithm *[...
• 23:4623:46, 30 September 2009 diff hist +260‎ Test Command ‎No edit summary
• 23:4423:44, 30 September 2009 diff hist +444‎ N Test Command ‎ New page: This command is used to construct a ConvergenceTest object. Certain SolutionAlgorithm objects require a ConvergenceTest object to determine if convergence has been achieved at the end of ...
• 23:4223:42, 30 September 2009 diff hist +1,005‎ Analysis Commands ‎No edit summary
• 23:4123:41, 30 September 2009 diff hist +262‎ N System Command ‎ New page: This command is used to construct the LinearSOE and LinearSolver objects to store and solve the system of equations in the analysis. #BandGeneral SOE #BandSPD SOE #[[ProfileSPD S...
• 23:4023:40, 30 September 2009 diff hist +232‎ N Numberer Command ‎ New page: This command is used to construct the DOF_Numberer object. The DOF_Numberer object determines the mapping between equation numbers and degrees-of-freedom -- how degrees-of-freedom are numb...
• 23:3923:39, 30 September 2009 diff hist +350‎ N Constraints Command ‎ New page: This command is used to construct the ConstraintHandler object. The ConstraintHandler object determines how the constraint equations are enforced in the analysis. Constraint equations enfo...
• 23:2623:26, 30 September 2009 diff hist −2‎ Section Command ‎No edit summary
• 23:2623:26, 30 September 2009 diff hist +1,070‎ N Section Command ‎ New page: This command is used to construct a SectionForceDeformation object, hereto referred to as Section, which represents force-deformation (or resultant stress-strain) relationships at beam-col...
• 23:1923:19, 30 September 2009 diff hist +24‎ Plane Strain Material ‎No edit summary
• 23:1823:18, 30 September 2009 diff hist +601‎ N Plane Strain Material ‎ New page: This command is used to construct a plane-stress material wrapper which converts any three-dimensional material into a plane stress material via static condensation. {| | style="backgro...
• 23:1523:15, 30 September 2009 diff hist +27‎ NDMaterial Command ‎No edit summary
• 18:3018:30, 30 September 2009 diff hist −11‎ NDMaterial Command ‎No edit summary

28 September 2009

• 19:0719:07, 28 September 2009 diff hist 0‎ N File:Steel01HystereticC.jpg ‎No edit summary current
• 19:0619:06, 28 September 2009 diff hist 0‎ N File:Steel01HystereticB.jpg ‎No edit summary current
• 19:0619:06, 28 September 2009 diff hist 0‎ N File:Steel01HystereticA.jpg ‎No edit summary current
• 19:0619:06, 28 September 2009 diff hist 0‎ N File:Steel01.gif ‎No edit summary current
• 19:0619:06, 28 September 2009 diff hist +1,744‎ N Steel01 Material ‎ New page: This command is used to construct a uniaxial bilinear steel material object with kinematic hardening and optional isotropic hardening described by a non-linear evolution equation (REF: Fed...
• 18:5218:52, 28 September 2009 diff hist −56‎ UniaxialMaterial Command ‎No edit summary
• 18:4918:49, 28 September 2009 diff hist 0‎ N File:Concrete02Hysteretic.jpg ‎No edit summary current
• 18:4818:48, 28 September 2009 diff hist 0‎ N File:Concrete02.jpg ‎No edit summary current
• 18:4718:47, 28 September 2009 diff hist −1‎ Concrete02 Material -- Linear Tension Softening ‎No edit summary
• 18:4618:46, 28 September 2009 diff hist +1,172‎ N Concrete02 Material -- Linear Tension Softening ‎ New page: {| | style="background:yellow; color:black; width:800px" | '''uniaxialMaterial Concrete02 $matTag $fpc $epsc0 $fpcu $epsU $lambda $ft $Ets''' |} ---- {| | style="width:150px" | '''$ma...