DDM-Based Response Sensitivity Computation Tcl Commands:: Difference between revisions
Jump to navigation
Jump to search
Foxchameleon (talk | contribs) No edit summary |
Foxchameleon (talk | contribs) No edit summary |
||
| Line 14: | Line 14: | ||
<!-- General commands --> | <!-- General commands --> | ||
<h1> | <h1>General commands</h1> | ||
::; <h3>[[reliability Command]]</h3> | ::; <h3>[[reliability Command]]</h3> | ||
| Line 23: | Line 23: | ||
<!-- Material Commands --> | <!-- Material Commands --> | ||
<h1> | <h1>Material Commands</h1> | ||
::<h2>[[UniaxialMaterial Commands]]</h2> | ::<h2>[[UniaxialMaterial Commands]]</h2> | ||
Revision as of 01:39, 13 March 2011
Created by: Quan Gu(UCSD), Joel P. Conte(UCSD), Michele Barbato(LSU), Yong Li (UCSD)
Return to Sensitivity Analysis User Page
- Sensitivity_Command_Manual
Introduction
The following Analysis commands are added to the interpreter to create the Analysis and perform the analysis:
General commands
reliability Command
- This command creates the reliability domain in which the sensitivity, reliability and optimization components are kept. This reliability domain is parallel to the finite element (FE) domain in OpenSees. Currently, the commands for stand-alone sensitivity analysis (e.g., sensitivityIntegrator, sensitivityAlgorithm) are set in the reliability domain only and, thus, the ‘reliability’ command must be used before any stand-alone sensitivity analysis.
parameter Command
- In DDM-based FE response sensitivity analysis, the sensitivity parameters can be material, geometry or discrete loading parameters.
Material Commands
UniaxialMaterial Commands
- Several uniaxial materials are available for DDM-based FE response sensitivity computation.
SteelMP Command
- This command is used to construct a uniaxial Menegotto-Pinto steel material object.
SmootPSConcrete Command
- This command is used to construct a uniaxial smoothed Popovics-Saenz concrete material object.