BuildingTcl -- addAnalysisModel: AnalysisTypeLabel TimeHistory

Commands

addAnalysisModelData AnalysisModelLabel $AnalysisModelLabel

addAnalysisModelData AnalysisTypeLabel DisplacementHistory

<addAnalysisModelData AnalysisModelDescription $AnalysisModelDescription>

<addAnalysisModelData DtAnalysis $DtAnalysis>

<addAnalysisModelData TmaxAnalysis $TmaxAnalysis>

<addAnalysisModelData DampingRatio $DampingRatio>

<addAnalysisModelData DampingModelLabel $DampingModelLabel>

<addAnalysisModelData Tolerance $Tolerance>

<addAnalysisModelData constraintsType $constraintsType>

<addAnalysisModelData alphaSP $alphaSP>

<addAnalysisModelData alphaMP $alphaMP>

<addAnalysisModelData numbererType $numbererType>

<addAnalysisModelData systemType $systemType>

<addAnalysisModelData testType $testType>

<addAnalysisModelData maxNumIter $maxNumIter>

<addAnalysisModelData printFlag $printFlag>

<addAnalysisModelData NstepReduceIncrement $NstepReduceIncrement>

<addAnalysisModelData maxNumIterConverge $maxNumIterConverge>

<addAnalysisModelData printFlagConverge $printFlagConverge>

<addAnalysisModelData algorithmType $algorithmType>

<addAnalysisModelData NewtonLineSearchRatio $NewtonLineSearchRatio>

<addAnalysisModelData algorithmCount $algorithmCount>

<addAnalysisModelData integratorType $integratorType >

<addAnalysisModelData NewmarkGamma $NewmarkGamma>

<addAnalysisModelData NewmarkBeta $NewmarkBeta>

addAnalysisModel

Arguments

$AnalysisModelLabel

Unique Analysis Label for reference

$AnalysisModelDescription

Text. Optional, default = blank {}

DtAnalysis

Time step for analysis, in basic time units. Optional, default = 0.01

TmaxAnalysis

Maximum analysis duration, in basic time units. Optional, default = 50.0

DampingRatio

Percent-of-critical damping ratio. Optional, default = 0.002

DampingModelLabel

. Optional, default = StiffnessProportionalDampingModel

Tolerance

Tolerance value for convergence test. Optional, default = 1e-8

constraintsType

OpenSees constraints Command. Optional, default = Transformation

alphaSP

alpha value for Single-Point Constraints when using the OpenSees Penalty Method . Optional, default = 1e6

alphaMP

alpha value for Multi-Point Constraints when using the OpenSees Penalty Method . Optional, default = 1e6

numbererType

OpenSees numberer Command. Optional, default = RCM

systemType

OpenSees system Command. Optional, default = BandGeneral

testType

OpenSees test Command. Optional, default = EnergyIncr

maxNumIter

Maximum number of iterations when peforming the OpenSees test Command. Optional, default = 6

printFlag

Print flag when peforming the OpenSees test Command. Optional, default = 0

NstepReduceIncrement

Number of steps to reduce original $DisplacementIncrement when the convergence test first fails. Optional, default = 4

maxNumIterConverge

Maximum number of iterations when performing the OpenSees test Command after the $DisplacementIncrement has been reduced by $NstepReduceIncrement . Optional, default = 2000

printFlagConverge

Print flag when peforming the OpenSees test Command after the $DisplacementIncrement has been reduced by $NstepReduceIncrement . Optional, default = 0

algorithmType

OpenSees algorithm Command. Optional, default = Newton

NewtonLineSearchRatio

Factor used by the Newton Algorithm with Line-search in OpenSees algorithm Command. Optional, default = 0.8

algorithmCount

OpenSees algorithm Command. Optional, default = 5

integratorType

OpenSees integrator Command. Optional, default = Newmark

NewmarkGamma

Gamma factor when Newmark OpenSees integrator Command is used. Optional, default = 0.5

NewmarkBeta

Beta factor when Newmark OpenSees integrator Command is used. Optional, default = 0.25

Notes

The addAnalysisModel command must be placed at the end of each Analysis-data definition, as it takes all data defined since the last addAnalysisModel command and define the Analysis.

Options

BuildingTcl -- addAnalysisModel DampingModelLabel

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BuildingTcl -- addAnalysisModel

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