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 must be a PlateFiberSection, a ElasticMembranePlateSection and a LayeredShell section.
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
.
 
 
'''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.
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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




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:

  1. 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