BuildingTcl -- addSection: SectionModelLabel Elastic: Difference between revisions
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;$nu: Poisson's Ratio. Used to calulated G=($E/2/(1+$nu). Optional, default = 0.2 | ;$nu: Poisson's Ratio. Used to calulated G=($E/2/(1+$nu). Optional, default = 0.2 | ||
;$J: Torsional Moment of Inertia. Optional, default = 1.e8 | ;$J: Torsional Moment of Inertia. Optional, default = 1.e8 | ||
;$WeightDensity : Linear Weight Density of section. Used to calculated element weight: ElementWeight=$WeightDensity*ElementLength. Optional, default = | ;$WeightDensity : Linear Weight Density of section. Used to calculated element weight: ElementWeight=$WeightDensity*ElementLength. Optional, default = 0. | ||
: NOT IMPLEMENTED IN CURRENT VERSION | : NOT IMPLEMENTED IN CURRENT VERSION | ||
Latest revision as of 19:37, 2 November 2009
Commands
- addSectionData SectionLabel $SectionLabel
- addSectionData SectionModelLabel Elastic
- addSectionData E $E
- addSectionData Ag $Ag
- addSectionData Iz $Iz
- <addSectionData SectionDescription $SectionDescription >
- <addSectionData Iy $Iy>
- <addSectionData nu $nu>
- <addSectionData J $J>
- <addSectionData WeightDensity $WeightDensity>;
- addSection
Arguments
- $SectionLabel
- Unique Section Label for reference
- $E
- Elastic Modulus
- $Ag
- Area
- $Iz
- Moment of Inertia about horizontal/bending axis
- $SectionDescription
- Text. Optional, default = blank {}
- $Iy
- Moment of Inertia about vertical/rotated axis. Optional, default = $Iz
- $nu
- Poisson's Ratio. Used to calulated G=($E/2/(1+$nu). Optional, default = 0.2
- $J
- Torsional Moment of Inertia. Optional, default = 1.e8
- $WeightDensity
- Linear Weight Density of section. Used to calculated element weight: ElementWeight=$WeightDensity*ElementLength. Optional, default = 0.
- NOT IMPLEMENTED IN CURRENT VERSION
Notes
The addSection command must be placed at the end of each Section-data definition, as it takes all data defined since the last addSection command and define the Section.
Options
OpenSees Object
This SectionModel is based on the OpenSees Elastic Section
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