concrFibers= createFiberSets.FiberSet(scc,'concrete',EHE_materials.HA25.matTagD) fibraCEpsMin= concrFibers.getFiberWithMinStrain() epsCMin= fibraCEpsMin.getMaterial().getStrain() # Minumum concrete strain. fibraCEpsMax= concrFibers.getFiberWithMaxStrain() epsCMax= fibraCEpsMax.getMaterial().getStrain() # Maximum concrete strain. reinfFibers= createFiberSets.FiberSet(scc,"reinforcement",EHE_materials.B500S.matTagD) fibraSEpsMax= reinfFibers.getFiberWithMaxStrain() epsSMax= fibraSEpsMax.getMaterial().getStrain() # Maximum steel strain. from materials.sections import section_properties from materials.ehe import EHE_limit_state_checking tipoSolic= section_properties.solicitationType(epsCMin,epsSMax) strTipoSolic= section_properties.solicitationTypeString(tipoSolic) cumpleFT= EHE_materials.ReinforcedConcreteLimitStrainsEHE08.compressiveBendingOK(epsCMin,epsCMax) aprovSecc= EHE_materials.ReinforcedConcreteLimitStrainsEHE08.getCompressiveBendingEfficiency(epsCMin,epsSMax) ratio1= (RM+MzDato)/MzDato ratio2= (esfMz-MzDato)/MzDato ratio3= (esfN-NDato) ratio4= (cumpleFT-1) ratio5= (RN+NDato)/NDato epsSMaxTeor= 1.2e-3 ratio6= (epsSMax+epsSMaxTeor)/epsSMaxTeor ''' print "ratio1= ", ratio1 print "ratio2= ", ratio2 print "ratio3= ", ratio3
defN = scc.getSectionDeformationByName("defN")
concrFibers = fiber_sets.FiberSet(scc, 'concrete', EHE_materials.HP45.matTagD)
fibraCEpsMin = concrFibers.getFiberWithMinStrain()
epsCMin = fibraCEpsMin.getMaterial().getStrain() # Minimum concrete strain.
fibraCEpsMax = concrFibers.getFiberWithMaxStrain()
epsCMax = fibraCEpsMax.getMaterial().getStrain() # Maximum concrete strain.
reinfFibers = fiber_sets.FiberSet(scc, "reinforcement",
EHE_materials.Y1860S7.matTagD)
fibraSEpsMax = reinfFibers.getFiberWithMaxStrain()
epsSMax = fibraSEpsMax.getMaterial().getStrain() # Maximum steel strain.
from materials.sections import section_properties
from materials.ehe import EHE_limit_state_checking
solicitationType = section_properties.solicitationType(epsCMin, epsSMax)
solicitationTypeString = section_properties.solicitationTypeString(
solicitationType)
cumpleFT = EHE_materials.ReinforcedConcreteLimitStrainsEHE08.bendingOK(
epsCMin, epsSMax)
aprovSecc = EHE_materials.ReinforcedConcreteLimitStrainsEHE08.getBendingEfficiency(
epsCMin, epsSMax)
ratio1 = RM
ratio2 = esfMz
ratio3 = (esfN - NDato)
ratio4 = (cumpleFT - 1)
ratio5 = (RN + NDato)
'''
print "ratio1= ",(ratio1)
print "ratio2= ",(ratio2)
print "ratio3= ",(ratio3)
print "ratio4= ",(ratio4)
concrFibers= fiber_sets.FiberSet(scc,'concrete',EHE_materials.HA25.matTagD) fibraCEpsMin= concrFibers.getFiberWithMinStrain() epsCMin= fibraCEpsMin.getMaterial().getStrain() # Minumum concrete strain. fibraCEpsMax= concrFibers.getFiberWithMaxStrain() epsCMax= fibraCEpsMax.getMaterial().getStrain() # Maximum concrete strain. reinfFibers= fiber_sets.FiberSet(scc,"reinforcement",EHE_materials.B500S.matTagD) fibraSEpsMax= reinfFibers.getFiberWithMaxStrain() epsSMax= fibraSEpsMax.getMaterial().getStrain() # Maximum steel strain. from materials.sections import section_properties from materials.ehe import EHE_limit_state_checking solicitationType= section_properties.solicitationType(epsCMin,epsSMax) solicitationTypeString= section_properties.solicitationTypeString(solicitationType) cumpleFT= EHE_materials.ReinforcedConcreteLimitStrainsEHE08.compressiveBendingOK(epsCMin,epsCMax) aprovSecc= EHE_materials.ReinforcedConcreteLimitStrainsEHE08.getCompressiveBendingEfficiency(epsCMin,epsSMax) ratio1= (RM+MzDato)/MzDato ratio2= (esfMz-MzDato)/MzDato ratio3= (esfN-NDato) ratio4= (cumpleFT-1) ratio5= (RN+NDato)/NDato epsSMaxTeor= 1.2e-3 ratio6= (epsSMax+epsSMaxTeor)/epsSMaxTeor ''' print "ratio1= ", ratio1 print "ratio2= ", ratio2 print "ratio3= ", ratio3
