f361fee969
Snapshots the current development tree, headlined by proper load combinations (user request): a reusable LoadCombination entity of weighted completed static-case results (e.g. 1.2xDead + 1.6xLive). - core: LoadCombination/LoadCombinationItem entities, Project integration (lookup, unique ids, reference validation) - services: combinations.py (linear superposition + envelope), exported via services __init__ - commands: undoable Add/Delete/Update for combinations - GUI: Load Combinations manager dialog, Run-dialog evaluation, envelope display in Results panel, Combinations tab in Table dock - tests: unit coverage (validation, math, error paths) + integration superposition check vs a single factored run
69 lines
3.1 KiB
Text
69 lines
3.1 KiB
Text
# --------------------------------------------------------------------------------------------------
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# Example4. 2D Portal Frame-- Static Pushover Analysis
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# Silvia Mazzoni & Frank McKenna, 2006
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# execute this file after you have built the model, and after you apply gravity
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#
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# we need to set up parameters that are particular to the model.
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set IDctrlNode 3; # node where displacement is read for displacement control
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set IDctrlDOF 1; # degree of freedom of displacement read for displacement contro
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# characteristics of pushover analysis
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set Dmax [expr 0.1*$LCol]; # maximum displacement of pushover. push to 10% drift.
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set Dincr [expr 0.001*$LCol]; # displacement increment for pushover. you want this to be very small, but not too small to slow down the analysis
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# create load pattern for lateral pushover load
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set Hload [expr $Weight/2]; # define the lateral load as a proportion of the weight so that the pseudo time equals the lateral-load coefficient when using linear load pattern
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set iPushNode "3 4"; # define nodes where lateral load is applied in static lateral analysis
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pattern Plain 200 Linear {; # define load pattern -- generalized
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foreach PushNode $iPushNode {
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load $PushNode $Hload 0.0 0.0 0.0 0.0 0.0
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}
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}
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# ----------- set up analysis parameters
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source LibAnalysisStaticParameters.tcl; # constraintsHandler,DOFnumberer,system-ofequations,convergenceTest,solutionAlgorithm,integrator
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# --------------------------------- perform Static Pushover Analysis
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set Nsteps [expr int($Dmax/$Dincr)]; # number of pushover analysis steps
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set ok [analyze $Nsteps]; # this will return zero if no convergence problems were encountered
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set fmt1 "%s Pushover analysis: CtrlNode %.3i, dof %.1i, Disp=%.4f %s"; # format for screen/file output of DONE/PROBLEM analysis
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if {$ok != 0} {
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# if analysis fails, we try some other stuff, performance is slower inside this loop
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set Dstep 0.0;
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set ok 0
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while {$Dstep <= 1.0 && $ok == 0} {
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set controlDisp [nodeDisp $IDctrlNode $IDctrlDOF ]
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set Dstep [expr $controlDisp/$Dmax]
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set ok [analyze 1 ]
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# if analysis fails, we try some other stuff
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# performance is slower inside this loop global maxNumIterStatic; # max no. of iterations performed before "failure to converge" is ret'd
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if {$ok != 0} {
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puts "Trying Newton with Initial Tangent .."
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test NormDispIncr $Tol 2000 0
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algorithm Newton -initial
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set ok [analyze 1]
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test $testTypeStatic $TolStatic $maxNumIterStatic 0
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algorithm $algorithmTypeStatic
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}
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if {$ok != 0} {
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puts "Trying Broyden .."
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algorithm Broyden 8
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set ok [analyze 1 ]
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algorithm $algorithmTypeStatic
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}
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if {$ok != 0} {
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puts "Trying NewtonWithLineSearch .."
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algorithm NewtonLineSearch 0.8
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set ok [analyze 1]
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algorithm $algorithmTypeStatic
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}
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}; # end while loop
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}; # end if ok !0
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# -----------------------------------------------------------------------------------------------------
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if {$ok != 0 } {
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puts [format $fmt1 "PROBLEM" $IDctrlNode $IDctrlDOF [nodeDisp $IDctrlNode $IDctrlDOF] $LunitTXT]
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} else {
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puts [format $fmt1 "DONE" $IDctrlNode $IDctrlDOF [nodeDisp $IDctrlNode $IDctrlDOF] $LunitTXT]
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}
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