def resultComb(self,nmbComb): '''Solution and result retrieval routine.''' preprocessor= self.feProblem.getPreprocessor preprocessor.resetLoadCase() preprocessor.getLoadHandler.getLoadCombinations.addToDomain(nmbComb) #Solution solution= predefined_solutions.SolutionProcedure() analysis= solution.simpleStaticLinear(self.feProblem) result= analysis.analyze(1) reactions= self.getReactions() preprocessor.getLoadHandler.getLoadCombinations.removeFromDomain(nmbComb) return reactions
def resultComb(prb, nmbComb):
preprocessor = prb.getPreprocessor
preprocessor.resetLoadCase()
preprocessor.getLoadHandler.addToDomain(nmbComb)
#Solución
solution = predefined_solutions.SolutionProcedure()
analysis = solution.simpleStaticLinear(prb)
result = analysis.analyze(1)
for e in abutmentBearingElements.elements:
row = [nmbComb, 'abutment']
row.append(e.tag)
rf = e.getResistingForce()
for i in range(0, 6):
row.append(rf[i])
resistingForces.append(row)
for e in pierBearingElements.elements:
row = [nmbComb, 'pier']
row.append(e.tag)
rf = e.getResistingForce()
for i in range(0, 6):
row.append(rf[i])
resistingForces.append(row)
preprocessor.getLoadHandler.removeFromDomain(nmbComb)
loadHandler = preprocessor.getLoadHandler
lPatterns = loadHandler.getLoadPatterns
#Load modulation.
ts = lPatterns.newTimeSeries("constant_ts", "ts")
lPatterns.currentTimeSeries = "ts"
#Load case definition
lp0 = lPatterns.newLoadPattern("default", "0")
lp0.newNodalLoad(n10.tag, xc.Vector(loadOnDOFs))
#We add the load case to domain.
lPatterns.addToDomain("0")
# Solution
#analisis= predefined_solutions.simple_static_linear(feProblem)
solver = predefined_solutions.SolutionProcedure()
analisis = solver.simpleLagrangeStaticLinear(feProblem)
#analisis= solver.simpleTransformationStaticLinear(feProblem)
result = analisis.analyze(1)
nodes.calculateNodalReactions(False, 1e-7)
reactionNode10 = n10.getReaction
ratio1 = reactionNode10.Norm()
svdReactionNodes = nodal_reactions.getReactionFromNodes(
nodes, "UVWRxRyRz", elem.getNodes.getExternalNodes)
actionNode10 = xc.Vector(loadOnDOFs)
actionNode10Norm = actionNode10.Norm()
svdAction = nodal_reactions.getSlidingVectorsSystemfromSlidingVector(
"UVWRxRyRz", n10.get3dCoo, actionNode10)
svdResid = svdReactionNodes + svdAction
def custom_newton_raphson(prb):
solution= predefined_solutions.SolutionProcedure()
solution.convergenceTestTol= 1e-6
return solution.simpleNewtonRaphson(prb)
