ShellDKGQ: Difference between revisions
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Code Developed by : <span style="color:blue"> by Lisha Wang, Tsinghua University, Prof. Lu, Tsinghua University, Linlin Xie, Tsinghua University, Prof. Song Cen, Tsinghua University and Prof. Quan Gu, Xiamen University </span> | Code Developed by : <span style="color:blue"> by Lisha Wang, Tsinghua University, Prof. Xinzheng Lu, Tsinghua University, Linlin Xie, Tsinghua University, Prof. Song Cen, Tsinghua University and Prof. Quan Gu, Xiamen University </span> | ||
Revision as of 17:16, 26 May 2015
- Command_Manual
- Tcl Commands
- Modeling_Commands
- model
- uniaxialMaterial
- ndMaterial
- frictionModel
- section
- geometricTransf
- element
- node
- sp commands
- mp commands
- timeSeries
- pattern
- mass
- block commands
- region
- rayleigh
- Analysis Commands
- Output Commands
- Misc Commands
- DataBase Commands
This command is used to construct a ShellDKGQ element object, which is a quadrilateral shell element based on the theory of generalized conforming element.
| element ShellDKGQ $eleTag $iNode $jNode $kNode $lNode $secTag |
| $eleTag | unique element object tag |
| $iNode $jNode $kNode $lNode | four nodes defining element boundaries, input in clockwise or counter-clockwise order around the element. |
| $secTag | tag associated with previously-defined SectionForceDeformation object.
Currently can be a PlateFiberSection, a ElasticMembranePlateSection and a LayeredShell section |
Code Developed by : by Lisha Wang, Tsinghua University, Prof. Xinzheng Lu, Tsinghua University, Linlin Xie, Tsinghua University, Prof. Song Cen, Tsinghua University and Prof. Quan Gu, Xiamen University