Multi-Support Excitation Pattern: Difference between revisions
(Created page with ' <uml> abstract class ElementLoad abstract class TimeSeries LoadPattern <|-- MultipleSupportExcitation LoadPattern <|-- UniformExcitation MultipleSupportExcitation o- GroundMotio…') |
m (moved Multi-Support Exciatation Pattern to Multi-Support Excitation Pattern: typo in the title) |
||
(6 intermediate revisions by one other user not shown) | |||
Line 1: | Line 1: | ||
{{CommandManualMenu}} | |||
The Multi-Support pattern allows similar or different prescribed ground motions to be input at various supports in the structure. | |||
In OpenSees, the prescribed motion is applied using single-point constraints, the single-point constraints taking their constraint value from user created ground motions. | |||
<uml> | <uml> | ||
abstract class TimeSeries | abstract class TimeSeries | ||
LoadPattern <|-- MultipleSupportExcitation | LoadPattern <|-- MultipleSupportExcitation | ||
MultipleSupportExcitation o- GroundMotion | MultipleSupportExcitation o- GroundMotion | ||
MultipleSupportExcitation o- ImposedMotionSP | MultipleSupportExcitation o- ImposedMotionSP | ||
ImposedMotionSP --- GroundMotion | |||
SP_Constraint <|-- ImposedMotionSP | SP_Constraint <|-- ImposedMotionSP | ||
GroundMotion o- TimeSeries | |||
</uml> | </uml> | ||
The command to generate a multi-support excitation contains in '''{ }''' the commands to generate all the ground motions and the single-point constraints in the pattern. The command is as follows: | |||
{| style="background:yellow; color:black; width:800px" | |||
| ''' pattern MultipleSupport $patternTag {''' | |||
|- | |||
| '''[[groundMotion Command | groundMotion]]...''' | |||
|- | |||
| '''[[imposedMotion Command | imposedMotion]]...''' | |||
|- | |||
| ''' ... ''' | |||
|- | |||
| '''}''' | |||
|} | |||
NOTES: | |||
#The results for the responses at the nodes are the ABSOLUTE values, and not relative values as in the case of a UniformExciatation. | |||
#The non-homogeneous single point constraints require an appropriate choice of constraint handler. | |||
---- | |||
{| | |||
| style="width:150px" | '''$patternTag ''' || unique tag among load patterns | |||
|- | |||
| '''[[groundMotion Command| groundMotion]]...''' || command to generate a ground motion | |||
|- | |||
| '''[[imposedMotion Command| imposedMotion]] ...''' || command to generate an imposed motion | |||
|} | |||
---- | |||
Code Developed by: <span style="color:blue"> fmk </span> |
Latest revision as of 22:09, 2 February 2011
- 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
The Multi-Support pattern allows similar or different prescribed ground motions to be input at various supports in the structure. In OpenSees, the prescribed motion is applied using single-point constraints, the single-point constraints taking their constraint value from user created ground motions.
<uml> abstract class TimeSeries LoadPattern <|-- MultipleSupportExcitation MultipleSupportExcitation o- GroundMotion MultipleSupportExcitation o- ImposedMotionSP ImposedMotionSP --- GroundMotion SP_Constraint <|-- ImposedMotionSP GroundMotion o- TimeSeries </uml>
The command to generate a multi-support excitation contains in { } the commands to generate all the ground motions and the single-point constraints in the pattern. The command is as follows:
pattern MultipleSupport $patternTag { |
groundMotion... |
imposedMotion... |
... |
} |
NOTES:
- The results for the responses at the nodes are the ABSOLUTE values, and not relative values as in the case of a UniformExciatation.
- The non-homogeneous single point constraints require an appropriate choice of constraint handler.
$patternTag | unique tag among load patterns |
groundMotion... | command to generate a ground motion |
imposedMotion ... | command to generate an imposed motion |
Code Developed by: fmk