DispBeamColumnWithSensitivity Element: Difference between revisions
Jump to navigation
Jump to search
Foxchameleon (talk | contribs) (Created page with '{{Sensitivity_Command_Manual}} : This command is used to construct a 2-D or 3-D distributed-plasticity displacement-based beam-column (frame) element. {| | style="background:y...') |
Foxchameleon (talk | contribs) No edit summary |
||
| Line 21: | Line 21: | ||
|} | |} | ||
---- | |||
: Currently, there are no sensitivity parameters in the ‘dispBeamColumnWithSensitivity’ element command. | : Currently, there are no sensitivity parameters in the ‘dispBeamColumnWithSensitivity’ element command. | ||
Latest revision as of 06:11, 13 March 2011
- Sensitivity_Command_Manual
- This command is used to construct a 2-D or 3-D distributed-plasticity displacement-based beam-column (frame) element.
| element dispBeamColumnWithSensitivity $eleTag $iNode $jNode $numIntgrPts $secTag $transfTag <integration method> |
| $tag | integer tag identifying an existing parameter. |
| $iNode $jNode | end nodes. |
| $numIntgrPts | number of integration points along the element. |
| $secTag | identifier for previously-defined section object. |
| $transfTag | identifier for previously-defined coordinate-transformation (CrdTransf) object. |
| integration method | optional (available options = ‘Lobatto’ or ‘Legendre’, default = ‘Legendre’). |
- Currently, there are no sensitivity parameters in the ‘dispBeamColumnWithSensitivity’ element command.