Isolator2spring Section: Difference between revisions
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This command is used to construct an Isolator2spring section object, which represents the buckling behavior of an elastomeric bearing for two-dimensional analysis in the lateral and vertical plane. An Isolator2spring section represents the resultant force-deformation behavior of the bearing, and should be used with a zeroLengthSection element. The bearing should be constrained against rotation. | This command is used to construct an Isolator2spring section object, which represents the buckling behavior of an elastomeric bearing for two-dimensional analysis in the lateral and vertical plane. An Isolator2spring section represents the resultant force-deformation behavior of the bearing, and should be used with a zeroLengthSection element. The bearing should be constrained against rotation. | ||
The command, its arguments and model description can be found here: [http://opensees.berkeley.edu/OpenSees/manuals/usermanual/3188.htm Isolator2spring Section] | The command, its arguments and model description can be found here: [http://opensees.berkeley.edu/OpenSees/manuals/usermanual/3188.htm Isolator2spring Section] | ||
Notes: | |||
* Local coordinate axes for the element | |||
Revision as of 23:23, 8 January 2013
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This command is used to construct an Isolator2spring section object, which represents the buckling behavior of an elastomeric bearing for two-dimensional analysis in the lateral and vertical plane. An Isolator2spring section represents the resultant force-deformation behavior of the bearing, and should be used with a zeroLengthSection element. The bearing should be constrained against rotation.
The command, its arguments and model description can be found here: Isolator2spring Section
Notes:
- Local coordinate axes for the element