Exemplos de getItemWithMaxProp em Python

Exemplo n.º 1

def printResultsELU(elems,crossSection):
    '''print(ULS results.)'''
    fmt= "{:6.1f}"
    fmt2= "{:5.2f}"
    e= ps.getItemWithMaxProp(elems,"getProp",'FCTNCP')
    N= fmt.format(e.getProp("NCP")/1e3)
    My= fmt.format(e.getProp("MyCP")/1e3)
    Mz= fmt.format(e.getProp("MzCP")/1e3)
    sgMax= fmt.format(e.getProp("SgMax")/1e6)
    sgMin= fmt.format(e.getProp("SgMin")/1e6)
    sgAdm= fmt.format(crossSection.fyd/1e6)
    fctnCP= fmt2.format(e.getProp("FCTNCP"))
    print("tag= ", e.tag, " N= ", N , "kN  My= ", My , "kN.m  Mz= ", Mz , "kN-m   SgMax= ", sgMax , "MPa  SgMin= ", sgMin, "MPa  sgAdm= ", sgAdm , "MPa  FCTNCP= ", fctnCP , "HIPCPTN= ",e.getProp("HIPCPTN"))
    e=  ps.getItemWithMaxProp(elems,"getProp",'FCVCP')
    Vy= fmt.format(e.getProp("VyCP")/1e3)
    Vz= fmt.format(e.getProp("VzCP")/1e3)
    tauMax=  fmt.format(e.getProp("TauMax")/1e6)
    tauAdm= fmt.format(crossSection.taud/1e6)
    fcvCP= fmt2.format(e.getProp("FCVCP"))
    print("tag= ", e.tag, " Vy= ", Vy , "kN  Vz= ", Vz , "kN  TauMax= ", tauMax , "MPa tauAdm= ", tauAdm, "MPa FCVCP= ", fcvCP , " HIPCPV= ", e.getProp("HIPCPV"))

Exemplo n.º 2

Arquivo: EC5_limit_state_checking.py Projeto: lcpt/xc

def printResultsELU(elems,crossSection):
  '''print ULS results.'''
  fmt= "{:6.1f}"
  fmt2= "{:5.2f}"
  e= ps.getItemWithMaxProp(elems,"getProp",'FCTNCP')
  N= fmt.format(e.getProp("NCP")/1e3)
  My= fmt.format(e.getProp("MyCP")/1e3)
  Mz= fmt.format(e.getProp("MzCP")/1e3)
  sgMax= fmt.format(e.getProp("SgMax")/1e6)
  sgMin= fmt.format(e.getProp("SgMin")/1e6)
  sgAdm= fmt.format(crossSection.fyd/1e6)
  fctnCP= fmt2.format(e.getProp("FCTNCP"))
  print "tag= ", e.tag, " N= ", N , "kN  My= ", My , "kN.m  Mz= ", Mz , "kN-m   SgMax= ", sgMax , "MPa  SgMin= ", sgMin, "MPa  sgAdm= ", sgAdm , "MPa  FCTNCP= ", fctnCP , "HIPCPTN= ",e.getProp("HIPCPTN")
  e=  ps.getItemWithMaxProp(elems,"getProp",'FCVCP')
  Vy= fmt.format(e.getProp("VyCP")/1e3)
  Vz= fmt.format(e.getProp("VzCP")/1e3)
  tauMax=  fmt.format(e.getProp("TauMax")/1e6)
  tauAdm= fmt.format(crossSection.taud/1e6)
  fcvCP= fmt2.format(e.getProp("FCVCP"))
  print "tag= ", e.tag, " Vy= ", Vy , "kN  Vz= ", Vz , "kN  TauMax= ", tauMax , "MPa tauAdm= ", tauAdm, "MPa FCVCP= ", fcvCP , " HIPCPV= ", e.getProp("HIPCPV")

Exemplo n.º 3

yEpsYMin= 0.0
zEpsYMin= 0.0

for key in lPatterns.getKeys():
  lp= lPatterns[key]
  lPatterns.addToDomain(key)
  ok= solve()
  if(ok==0):
    ele1= elements.getElement(0)
    ele1.getResistingForce()
    scc= ele1.getSection()
    My= scc.getStressResultantComponent("My")
    MyTot+= My
    if(abs(My)>1):
      epsilonZPos= scc.getSection().getStrain(0.0,1.0)
      fibraEpsZMax= prop_statistics.getItemWithMaxProp(scc.getSection().getFibers(),"getMaterial.getStrain")
      epsZMax= fibraEpsZMax.getMaterial().getStrain()
      yEpsZMax= fibraEpsZMax.getPos().x
      zEpsZMax= fibraEpsZMax.getPos().y
      epsMy= scc.getSectionDeformationByName("defMy")#defMy
    Mz= scc.getStressResultantComponent("Mz")
    MzTot+= Mz
    if(abs(Mz)>1):
      epsilonYPos= scc.getSection().getStrain(1.0,0.0)
      fibraEpsYMax= prop_statistics.getItemWithMaxProp(scc.getSection().getFibers(),"getMaterial.getStrain")
      epsYMax= fibraEpsYMax.getMaterial().getStrain()
      yEpsYMax= fibraEpsYMax.getPos().x
      zEpsYMax= fibraEpsYMax.getPos().y
      fibraEpsYMin= prop_statistics.getItemWithMinProp(scc.getSection().getFibers(),"getMaterial.getStrain")#IMinProp("getMaterial.getStrain")
      epsYMin= fibraEpsYMin.getMaterial().getStrain()
      yEpsYMin= fibraEpsYMin.getPos().x

Exemplo n.º 4

Arquivo: test_strains_sign00.py Projeto: lcpt/xc

yEpsYMin= 0.0
zEpsYMin= 0.0

for key in lPatterns.getKeys():
  lp= lPatterns[key]
  lPatterns.addToDomain(key)
  ok= solve()
  if(ok==0):
    ele1= elements.getElement(0)
    ele1.getResistingForce()
    scc= ele1.getSection()
    My= scc.getStressResultantComponent("My")
    MyTot+= My
    if(abs(My)>1):
      epsilonZPos= scc.getSection().getStrain(0.0,1.0)
      fibraEpsZMax= prop_statistics.getItemWithMaxProp(scc.getSection().getFibers(),"getMaterial.getStrain")
      epsZMax= fibraEpsZMax.getMaterial().getStrain()
      yEpsZMax= fibraEpsZMax.getPos().x
      zEpsZMax= fibraEpsZMax.getPos().y
      epsMy= scc.getSectionDeformationByName("defMy")#defMy
    Mz= scc.getStressResultantComponent("Mz")
    MzTot+= Mz
    if(abs(Mz)>1):
      epsilonYPos= scc.getSection().getStrain(1.0,0.0)
      fibraEpsYMax= prop_statistics.getItemWithMaxProp(scc.getSection().getFibers(),"getMaterial.getStrain")
      epsYMax= fibraEpsYMax.getMaterial().getStrain()
      yEpsYMax= fibraEpsYMax.getPos().x
      zEpsYMax= fibraEpsYMax.getPos().y
      fibraEpsYMin= prop_statistics.getItemWithMinProp(scc.getSection().getFibers(),"getMaterial.getStrain")#IMinProp("getMaterial.getStrain")
      epsYMin= fibraEpsYMin.getMaterial().getStrain()
      yEpsYMin= fibraEpsYMin.getPos().x