User contributions for Fmk

25 March 2010

• 23:3023:30, 25 March 2010 diff hist +2‎ FourNodeQuad u-p Element ‎No edit summary
• 23:2523:25, 25 March 2010 diff hist +1,158‎ N Bbar Brick Element ‎ Created page with '{{CommandManualMenu}} This command is used to construct an eight-node mixed volume/pressure brick element object, which uses a trilinear isoparametric formulation. {| | style=...'
• 23:2423:24, 25 March 2010 diff hist 0‎ N File:Brick.gif ‎No edit summary current
• 23:2323:23, 25 March 2010 diff hist +14‎ Standard Brick Element ‎No edit summary
• 23:2223:22, 25 March 2010 diff hist +1‎ Standard Brick Element ‎No edit summary
• 23:2223:22, 25 March 2010 diff hist +1,120‎ N Standard Brick Element ‎ Created page with '{{CommandManualMenu}} This element is used to construct an eight-node brick element object, which uses a trilinear isoparametric formulation. {| | style="background:yellow; co...'
• 23:1523:15, 25 March 2010 diff hist +1,163‎ N Shell Element ‎ Created page with '{{CommandManualMenu}} This command is used to construct a ShellMITC4 element object, which uses a bilinear isoparametric formulation in combination with a modified shear interpo...'
• 22:5422:54, 25 March 2010 diff hist +14‎ Enhanced Strain Quadrilateral Element ‎No edit summary
• 22:5422:54, 25 March 2010 diff hist −20‎ Enhanced Strain Quadrilateral Element ‎No edit summary
• 22:5322:53, 25 March 2010 diff hist +1,196‎ N Enhanced Strain Quadrilateral Element ‎ Created page with '{{CommandManualMenu}} This command is used to construct a four-node quadrilateral element, which uses a bilinear isoparametric formulation with enhanced strain modes. {| | st...'
• 22:2722:27, 25 March 2010 diff hist +1,057‎ N Bbar Plane Strain Quadrilateral Element ‎ Created page with '{{CommandManualMenu}} This command is used to construct a four-node quadrilateral element object, which uses a bilinear isoparametric formulation along with a mixed volume/press...'
• 21:4521:45, 25 March 2010 diff hist −1‎ Quad Element ‎No edit summary
• 21:4021:40, 25 March 2010 diff hist +24‎ Quad Element ‎No edit summary
• 21:4021:40, 25 March 2010 diff hist +1,461‎ N Quad Element ‎ Created page with '{{CommandManualMenu}} This command is used to construct a FourNodeQuad element object which uses a bilinear isoparametric formulation. {| | style="background:yellow; color:bla...'
• 21:2821:28, 25 March 2010 diff hist −1‎ Elastic Beam Column Element ‎No edit summary
• 21:2621:26, 25 March 2010 diff hist −240‎ Force-Based Beam-Column Element ‎No edit summary
• 00:1100:11, 25 March 2010 diff hist +23‎ Force-Based Beam-Column Element ‎No edit summary
• 00:1000:10, 25 March 2010 diff hist +3,947‎ Flexure-Shear Interaction Displacement-Based Beam-Column Element ‎No edit summary

24 March 2010

• 23:5723:57, 24 March 2010 diff hist +151‎ Flexure-Shear Interaction Displacement-Based Beam-Column Element ‎No edit summary
• 23:4523:45, 24 March 2010 diff hist 0‎ N File:BeamShearFlexure.png ‎No edit summary current
• 23:4523:45, 24 March 2010 diff hist +33‎ Flexure-Shear Interaction Displacement-Based Beam-Column Element ‎No edit summary
• 23:4223:42, 24 March 2010 diff hist +7,840‎ N Flexure-Shear Interaction Displacement-Based Beam-Column Element ‎ Created page with '{{CommandManualMenu}} This command is used to construct a dispBeamColumnInt element object, which is a distributed-plasticity, displacement-based beam-column element which inclu...'
• 23:3023:30, 24 March 2010 diff hist 0‎ Concrete06 Material ‎No edit summary current
• 23:3023:30, 24 March 2010 diff hist 0‎ N File:Concrete06C.png ‎No edit summary current
• 23:2923:29, 24 March 2010 diff hist 0‎ N File:Concrete06A.png ‎No edit summary current
• 23:2923:29, 24 March 2010 diff hist 0‎ N File:Concrete06B.png ‎No edit summary current
• 23:2923:29, 24 March 2010 diff hist +6,079‎ N Concrete06 Material ‎ Created page with '{{CommandManualMenu}} This command is used to construct a uniaxial concrete material object with tensile strength, nonlinear tension stiffening and compressive behavior based on...'
• 22:4822:48, 24 March 2010 diff hist +26‎ UniaxialMaterial Command ‎No edit summary
• 22:2622:26, 24 March 2010 diff hist 0‎ N File:BeamWithHinges3.gif ‎No edit summary current
• 22:2622:26, 24 March 2010 diff hist 0‎ N File:BeamWithHinges2.gif ‎No edit summary current
• 22:2522:25, 24 March 2010 diff hist 0‎ N File:BeamWithHinges1.gif ‎No edit summary current
• 22:2422:24, 24 March 2010 diff hist +1‎ Beam With Hinges Element ‎No edit summary
• 22:2322:23, 24 March 2010 diff hist +4,428‎ N Beam With Hinges Element ‎ Created page with '{{CommandManualMenu}} This command is used to construct a beamWithHinges element object, which is based on the non-iterative (or iterative) flexibility formulation, and consider...'
• 21:4721:47, 24 March 2010 diff hist +189‎ Fiber Section ‎No edit summary
• 21:4021:40, 24 March 2010 diff hist +3‎ Elastic Beam Column Element ‎No edit summary
• 20:0920:09, 24 March 2010 diff hist +1‎ Truss Element ‎No edit summary
• 20:0920:09, 24 March 2010 diff hist +22‎ Truss Element ‎No edit summary
• 20:0620:06, 24 March 2010 diff hist 0‎ N File:ZeroLengthContact.png ‎No edit summary current
• 20:0620:06, 24 March 2010 diff hist +32‎ ZeroLengthContact Element ‎No edit summary
• 20:0420:04, 24 March 2010 diff hist +2,544‎ N ZeroLengthContact Element ‎ Created page with '{{CommandManualMenu}} This command is used to construct a zeroLengthContact2D element or a zeroLengthContact3D element, which are Node-to-node frictional contact element used in...'
• 19:5419:54, 24 March 2010 diff hist +2,001‎ N ZeroLengthND Element ‎ Created page with '{{CommandManualMenu}} This command is used to construct a zeroLengthND element object, which is defined by two nodes at the same location. The nodes are connected by a single ND...' current
• 19:4719:47, 24 March 2010 diff hist −89‎ ZeroLengthSection Element ‎No edit summary
• 19:4619:46, 24 March 2010 diff hist +2‎ ZeroLengthSection Element ‎No edit summary
• 19:4619:46, 24 March 2010 diff hist +1,789‎ N ZeroLengthSection Element ‎ Created page with '{{CommandManualMenu}} This command is used to construct a zero length element object, which is defined by two nodes at the same location. The nodes are connected by a single sec...'
• 04:1704:17, 24 March 2010 diff hist −49‎ Pinching4 Material ‎No edit summary
• 04:0304:03, 24 March 2010 diff hist +1,990‎ Pinching4 Material ‎No edit summary
• 03:5003:50, 24 March 2010 diff hist 0‎ N File:Piinching4.jpg ‎No edit summary current

23 March 2010

• 23:2423:24, 23 March 2010 diff hist +3,730‎ N Pinching4 Material ‎ Created page with '{{CommandManualMenu}} This command is used to construct a uniaxial material that represents a 'pinched' load-deformation response and exhibits degradation under cyclic loading. ...'
• 22:4922:49, 23 March 2010 diff hist 0‎ Shear LimitCurve ‎No edit summary
• 22:4822:48, 23 March 2010 diff hist +339‎ Shear LimitCurve ‎No edit summary