BuildingTcl -- addSection: SectionModelLabel Elastic: Difference between revisions
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:addSectionData SectionLabel $SectionLabel | :addSectionData SectionLabel $SectionLabel | ||
:addSectionData SectionModelLabel | :addSectionData SectionModelLabel Elastic | ||
:addSectionData E $E | |||
:addSectionData Ag $Ag | |||
:addSectionData Iz $Iz | |||
:<addSectionData SectionDescription $SectionDescription > | :<addSectionData SectionDescription $SectionDescription > | ||
:<addSectionData Iy $Iy> | |||
:<addSectionData nu $nu> | |||
:<addSectionData J $J> | |||
:<addSectionData WeightDensity $WeightDensity>; | |||
:'''addSection''' | :'''addSection''' | ||
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;$SectionLabel : Unique Section Label for reference | ;$SectionLabel : Unique Section Label for reference | ||
;$E: Elastic Modulus | |||
;$Ag: Area | |||
;$Iz: Moment of Inertia about horizontal/bending axis | |||
;$SectionDescription : Text. Optional, default = blank {} | ;$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 | |||
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== OpenSees Object == | == OpenSees Object == | ||
This SectionModel is based on the OpenSees [[ | This SectionModel is based on the OpenSees [[Elastic Section]] | ||
---- | ---- |
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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