DDM-Based Response Sensitivity Computation Tcl Commands:: Difference between revisions

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:;<h2>[[reliability Command]]</h2>
:;<h2>[[reliability Command]]</h2>
: This command creates the reliability domain in which the sensitivity, reliability and optimization components are kept. This
:;<h2>[[parameter Command]]</h2>
: 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’


{|
| style="background:yellow; color:black; width:800px" | '''reliability'''
|}
:;<h2>parameter Command</h2>
: In DDM-based FE response sensitivity analysis, the sensitivity parameters can be material, 
: geometry or discrete loading parameters. Each parameter should be defined as:
{|
| style="background:yellow; color:black; width:800px" | '''parameter $tag <specific object arguments>'''
|}




<!--        UniaxialMaterial Commands        -->
<!--        UniaxialMaterial Commands        -->
  <h1>UniaxialMaterial Commands</h1>   
  <h1>[[UniaxialMaterial Commands]]</h1>   
 
Several uniaxial materials are available for DDM-based FE response sensitivity computation.
 
:;<h2>SteelMP Command</h2>
: This command is used to construct a uniaxial Menegotto-Pinto steel material object.
: Reference:
: Barbato M., Conte J.P. (2006). “Finite element structural response sensitivity and reliability analyses using smooth versus
: non-smooth material constitutive models.” International Journal of Reliability and Safety, 1(1-2):3-39.
 
{|
| style="background:yellow; color:black; width:800px" | '''uniaxialMaterial SteelMP $matTag $sigmaY $E $b'''
|}
 
:;<h2>SmootPSConcrete Command</h2>
: This command is used to construct a uniaxial smoothed Popovics-Saenz concrete material object, 
: Reference:
: Zona A., Barbato M., Conte J.P. (2005). “Finite element response sensitivity analysis of steel-concrete composite beams with
: deformable shear connection.” Journal of Engineering Mechanics (ASCE), 131(11):1126–1139.


{|
:;<h2>[[SteelMP Command]]</h2>
| style="background:yellow; color:black; width:800px" | '''uniaxialMaterial SmoothPSConcrete $matTag $fc $fu $Ec $epso $epsu $eta'''
:;<h2>[[SmootPSConcrete Command]]</h2>
|}

Revision as of 00:11, 12 January 2011