User contributions
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- 19:45, 25 September 2009 (diff | hist) (+463) N Reset Command (New page: This command is used to set the state of the domain to its original state. {| | style="background:yellow; color:black; width:800px" | '''reset''' |} NOTE: It iterates over all compone...)
- 19:41, 25 September 2009 (diff | hist) (+286) N Wipe Command (New page: This command is used to destroy all constructed objects. {| | style="background:yellow; color:black; width:800px" | '''wipe''' |} This command is used to start over without having to e...)
- 19:39, 25 September 2009 (diff | hist) (+353) N Misc Commands (New page: These commands are used to monitor and change the state of the model. These include: eleNodes *eleResponse Command *getTime Command *getEleTags Command *getNodeTags *[...)
- 19:24, 25 September 2009 (diff | hist) (+194) OpenSees User
- 19:18, 25 September 2009 (diff | hist) (+1,153) N Rayleigh Damping Command (New page: This command is used to assign damping to all previously-defined elements and nodes. When using rayleigh damping in OpenSees, the damping matrix for an element or node, D is specified as a...)
- 19:10, 25 September 2009 (diff | hist) (+9) Modeling Commands
- 18:51, 25 September 2009 (diff | hist) (+1,603) N Region Command (New page: The region command is used to label a group of nodes and elements. This command is also used to assign rayleigh damping parameters to the nodes and elements in this region. The region is s...)
- 18:26, 25 September 2009 (diff | hist) (+2,667) N Corotational Transformation (New page: This command is used to construct the Corotational Coordinate Transformation (CorotCrdTransf) object. Corotational transformation can be used in large displacement-small strain problems. N...)
- 18:21, 25 September 2009 (diff | hist) (+2,616) N PDelta Transformation (New page: This command is used to construct the P-Delta Coordinate Transformation (PDeltaCrdTransf) object, which performs a linear geometric transformation of beam stiffness and resisting force fro...)
- 18:18, 25 September 2009 (diff | hist) (+91) Linear Transformation
- 18:14, 25 September 2009 (diff | hist) (+146) Linear Transformation
- 18:08, 25 September 2009 (diff | hist) (0) N File:ElementVectors.png (current)
- 18:08, 25 September 2009 (diff | hist) (0) N File:ElementOrientation.png (current)
- 18:07, 25 September 2009 (diff | hist) (0) N File:ElementCrossSection.png (current)
- 18:07, 25 September 2009 (diff | hist) (0) N File:RigidElementOffsets.gif (current)
- 18:07, 25 September 2009 (diff | hist) (+2,334) N Linear Transformation (New page: This command is used to construct a linear coordinate transformation (LinearCrdTransf) object, which performs a linear geometric transformation of beam stiffness and resisting force from t...)
- 18:06, 25 September 2009 (diff | hist) (0) N File:ElementOrentation.gif (current)
- 17:19, 25 September 2009 (diff | hist) (+4) UniaxialMaterial Command
- 17:19, 25 September 2009 (diff | hist) (+779) N Geometric Transformation Command (New page: The geometric-transformation command is used to construct a coordinate-transformation (CrdTransf) object, which transforms beam element stiffness and resisting force from the basic system...)
- 23:37, 24 September 2009 (diff | hist) (+724) N Elastic-Perfectly Plastic Material (New page: This command is used to construct an elastic perfectly-plastic uniaxial material object. {| | style="background:yellow; color:black; width:800px" | '''uniaxialMaterial ElasticPP $matTag...)
- 23:31, 24 September 2009 (diff | hist) (-1) Elastic Uniaxial Material
- 23:27, 24 September 2009 (diff | hist) (0) N File:Elastic.gif (current)
- 23:24, 24 September 2009 (diff | hist) (+1,273) N UniaxialMaterial Command (New page: This command is used to construct a UniaxialMaterial object which represents uniaxial stress-strain (or force-deformation) relationships. {| | style="background:yellow; color:black; wid...)
- 22:41, 24 September 2009 (diff | hist) (0) N File:Analysis.gif (current)
- 22:20, 24 September 2009 (diff | hist) (+214) N Analysis Commands (New page: In OpenSees, an analysis is an object which is composed by the aggregation of component objects. It is the component objects which define the type of analysis that is peformed on the model...)
- 21:48, 24 September 2009 (diff | hist) (+444) N Elastic Uniaxial Material (New page: This command is used to construct an elastic uniaxial material object. {| | style="background:yellow; color:black; width:800px" | '''uniaxialMaterial Elastic $matTag $E <$eta>''' |} ---...)
- 21:15, 24 September 2009 (diff | hist) (+472) N Mass Command (New page: This command is used to set the mass at a node. {| | style="background:yellow; color:black; width:800px" | '''mass $nodeTag (ndf $massValues)''' |} ---- {| | style="width:150px" | ''...)
- 21:11, 24 September 2009 (diff | hist) (+867) N RigidLink command (New page: This command is used to construct a single MP_Constraint object. {| | style="background:yellow; color:black; width:800px" | '''rigidLink $type $masterNodeTag $slaveNodeTag''' |} ---- ...)
- 21:05, 24 September 2009 (diff | hist) (+1,053) N RigidDiaphragm command (New page: This command is used to construct a number of Multi-Point Constraint (MP_Constraint) objects. These objects will constraint certain degrees-of-freedom at the listed slave nodes to move as ...)
- 21:01, 24 September 2009 (diff | hist) (+791) N EqualDOF command (New page: This command is used to construct a multi-point constraint between nodes. {| | style="background:yellow; color:black; width:800px" | '''equalDOF $rNodeTag $cNodeTag $dof1 $dof2 ...''' |...)
- 20:21, 24 September 2009 (diff | hist) (+11) OpenSees User
- 20:20, 24 September 2009 (diff | hist) (+60) FixX command
- 20:14, 24 September 2009 (diff | hist) (+752) N FixX command (New page: This command is used to construct multiple homogeneous single-point boundary constraints for all nodes whose x-coordinate lies within a specified distance from a specified coordinate. {| ...)
- 20:12, 24 September 2009 (diff | hist) (+811) N FixZ command (New page: This command is used to construct multiple homogeneous single-point boundary constraints for all nodes whose z-coordinate lies within a specified distance from a specified coordinate. {| ...)
- 20:11, 24 September 2009 (diff | hist) (+811) N FixY command (New page: This command is used to construct multiple homogeneous single-point boundary constraints for all nodes whose x-coordinate lies within a specified distance from a specified coordinate. {| ...)
- 20:03, 24 September 2009 (diff | hist) (+678) N Fix command (New page: This command is used to construct single-point homogeneous boundary constraints. {| | style="background:yellow; color:black; width:800px" | '''fix $nodeTag (ndf $constrValues)''' |} ---...)
- 19:35, 24 September 2009 (diff | hist) (+674) N Constraints commands (New page: In OpenSees there are two types of constraints: # '''Single Point constraints''' which prescribe the movement (typically 0) of a single dof at a node. There are a number of commands for de...) (current)
- 19:18, 24 September 2009 (diff | hist) (+750) N Node command (New page: This command is used to construct a Node object. It assigns coordinates and masses to the Node object. {| | style="background:yellow; color:black; width:800px" | '''node $nodeTag (ndm $...)
- 19:09, 24 September 2009 (diff | hist) (0) Model command
- 19:02, 24 September 2009 (diff | hist) (-323) Model command
- 22:52, 23 September 2009 (diff | hist) (+1,296) N Model command (New page: This command is used to define spatial dimension and number of degrees-of-freedom at nodes for subsequent modeling commands. '''model BasicBuilder -ndm $ndm <-ndf $ndf>''' <table width="...)
- 22:27, 23 September 2009 (diff | hist) (+529) N Modeling Commands (New page: Modeling commands are commands added to Tcl to create the finite element model: # model # node #constraints commands # mass #[[uni...)
- 22:20, 23 September 2009 (diff | hist) (+870) N Command Manual (New page: The OpenSees interpreters adds commands to Tcl for finite element analysis. Each of these commands is associated (bound) with a C++ procedure that is provided. It is this procedure that is...)
- 22:07, 23 September 2009 (diff | hist) (+226) OpenSees User
- 21:58, 23 September 2009 (diff | hist) (+1,041) N OpenSees User (New page: OpenSees User pages are intended for users of the OpenSees applications # OpenSees.exe # OpenSeesSP.exe # OpenSeesMP.exe These applications are all [http://en.wikipedia.org/wiki/Interpret...)
- 21:57, 23 September 2009 (diff | hist) (+1,041) N Help:Contents (New page: OpenSees User pages are intended for users of the OpenSees applications # OpenSees.exe # OpenSeesSP.exe # OpenSeesMP.exe These applications are all [http://en.wikipedia.org/wiki/Interpret...)
- 21:32, 23 September 2009 (diff | hist) (-1) Main Page
- 21:31, 23 September 2009 (diff | hist) (-122) Main Page
- 21:31, 23 September 2009 (diff | hist) (-276) Main Page
- 21:09, 23 September 2009 (diff | hist) (+1,191) Main Page
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