Section Command: Difference between revisions

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The following contain information about secType? and the args required for each of the available section types:</noinclude>
The following contain information about secType? and the args required for each of the available section types:</noinclude>
*[[Elastic Section]]
*[[Elastic Section]]
*[[Uniaxial Section]]
*[[Fiber Section]]
*[[Fiber Section]]
*[[NDFiber Section]]
*[[NDFiber Section]]
Line 27: Line 26:
*[[Parallel Section]]
*[[Parallel Section]]
*[[Section Aggregator]]
*[[Section Aggregator]]
*[[Uniaxial Section]]
*[[Elastic Membrane Plate Section]]
*[[Elastic Membrane Plate Section]]
*[[Plate Fiber Section]]
*[[Plate Fiber Section]]
*[[Bidirectional Section]]
*[[Bidirectional Section]]
*[http://opensees.berkeley.edu/OpenSees/manuals/usermanual/3188.htm Isolator2spring Section]: Model to include buckling behavior of an elastomeric bearing
*[http://opensees.berkeley.edu/OpenSees/manuals/usermanual/3188.htm Isolator2spring Section]: Model to include buckling behavior of an elastomeric bearing

Revision as of 22:10, 12 September 2012




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-column and plate sample points.


section secTag? arg1? ...


The type of section created and the additional arguments required depends on the secType? provided in the command.


NOTE:

The valid queries to any section when creating an ElementRecorder are 'force', and 'deformation'. Some sections have additional queries to which they will respond. These are documented in the NOTES section for those sections.


The following contain information about secType? and the args required for each of the available section types: