Model command: Difference between revisions
Jump to navigation
Jump to search
No edit summary |
No edit summary |
||
(14 intermediate revisions by the same user not shown) | |||
Line 1: | Line 1: | ||
{{CommandManualMenu}} | |||
This command is used to define spatial dimension of model and number of degrees-of-freedom at nodes. Once issued additional commands are added to interpreter. | This command is used to define spatial dimension of model and number of degrees-of-freedom at nodes. Once issued additional commands are added to interpreter. | ||
{| | {| | ||
| style="background: | | style="background:lime; color:black; width:800px" | '''model BasicBuilder -ndm $ndm <-ndf $ndf>''' | ||
|} | |} | ||
Line 20: | Line 22: | ||
| || ndm=3 -> ndf=6 | | || ndm=3 -> ndf=6 | ||
|} | |} | ||
Line 27: | Line 30: | ||
EXAMPLE: | EXAMPLE: | ||
<source lang="tcl"> | |||
model basic -ndm 2 -ndf 3; # 2 spacial dimensions, 3 DOF's per node | model basic -ndm 2 -ndf 3; # 2 spacial dimensions, 3 DOF's per node | ||
</source> | |||
[[Example3.1.tcl]] | [[Example3.1.tcl]] | ||
---- | |||
Code Developed by: <span style="color:blue"> fmk </span> | Code Developed by: <span style="color:blue"> fmk </span> |
Latest revision as of 20:04, 10 April 2014
- Command_Manual
- Tcl Commands
- Modeling_Commands
- model
- uniaxialMaterial
- ndMaterial
- frictionModel
- section
- geometricTransf
- element
- node
- sp commands
- mp commands
- timeSeries
- pattern
- mass
- block commands
- region
- rayleigh
- Analysis Commands
- Output Commands
- Misc Commands
- DataBase Commands
This command is used to define spatial dimension of model and number of degrees-of-freedom at nodes. Once issued additional commands are added to interpreter.
model BasicBuilder -ndm $ndm <-ndf $ndf> |
$ndm | spatial dimension of problem (1,2, or 3) |
$ndf | number of degrees of freedom at node (optional) |
default value depends on value of ndm: | |
ndm=1 -> ndf=1 | |
ndm=2 -> ndf=3 | |
ndm=3 -> ndf=6 |
These additional commands allow for the construction of Nodes, Masses, Materials (nDMaterial Command, uniaxialMaterial Command), Sections, Elements, LoadPatterns, TimeSeries, Transformations, Blocks and Constraints. These additional commands are described in the subsequent chapters.
EXAMPLE:
model basic -ndm 2 -ndf 3; # 2 spacial dimensions, 3 DOF's per node
Code Developed by: fmk