ShellNLDKGQ: Difference between revisions
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| '''$secTag''' || tag associated with previously-defined SectionForceDeformation object. | | '''$secTag''' || tag associated with previously-defined SectionForceDeformation object. | ||
Currently | Currently can be a PlateFiberSection, a ElasticMembranePlateSection and a LayeredShell section. | ||
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#Three examples of this element can be found on the following URL | #Three examples of this element can be found on the following URL | ||
http://www.luxinzheng.net/download/OpenSEES/Examples_of_NLDKGQ_element.htm | http://www.luxinzheng.net/download/OpenSEES/Examples_of_NLDKGQ_element.htm | ||
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'''References''': | |||
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| '''[1] ''' || Lu XZ, Xie LL, Guan H, Huang YL, Lu X, A shear wall element for nonlinear seismic analysis of super-tall buildings using OpenSees, Finite Elements in Analysis & Design, 2015, 98: 14-25. | |||
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Code Developed by : <span style="color:blue"> 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> | |||
Latest revision as of 02:16, 28 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 ShellNLDKGQ element object accounting for the geometric nonlinearity of large deformation using the updated Lagrangian formula, which is developed based on the ShellDKGQ element.
| element ShellNLDKGQ $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. |
NOTE:
- Three examples of this element can be found on the following URL
http://www.luxinzheng.net/download/OpenSEES/Examples_of_NLDKGQ_element.htm
References:
| [1] | Lu XZ, Xie LL, Guan H, Huang YL, Lu X, A shear wall element for nonlinear seismic analysis of super-tall buildings using OpenSees, Finite Elements in Analysis & Design, 2015, 98: 14-25. |
Code Developed 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