Contents
model()
element()
node()
fix()
fixX()
fixY()
fixZ()
equalDOF()
equalDOF_Mixed()
rigidDiaphragm()
rigidLink()
pressureConstraint()
timeSeries()
pattern()
mass()
region()
rayleigh()
block2D()
block3D()
beamIntegration()
uniaxialMaterial()
nDMaterial()
section()
frictionModel()
geomTransf()
constraints()
numberer()
system()
test()
algorithm()
analysis()
eigen()
analyze()
modalProperties()
responseSpectrumAnalysis()
basicDeformation()
basicForce()
basicStiffness()
eleDynamicalForce()
eleForce()
eleNodes()
eleResponse()
getEleTags()
getLoadFactor()
getNodeTags()
getTime()
nodeAccel()
nodeBounds()
nodeCoord()
nodeDisp()
nodeEigenvector()
nodeDOFs()
nodeMass()
nodePressure()
nodeReaction()
nodeResponse()
nodeVel()
nodeUnbalance()
numFact()
numIter()
printA()
printB()
printGID()
printModel()
record()
recorder()
sectionForce()
sectionDeformation()
sectionStiffness()
sectionFlexibility()
sectionLocation()
sectionWeight()
systemSize()
testIter()
testNorm()
version()
logFile()
convertBinaryToText()
convertTextToBinary()
database()
InitialStateAnalysis()
loadConst()
modalDamping()
reactions()
remove()
reset()
restore()
save()
setTime()
setNodeCoord()
setNodeDisp()
setNodeVel()
setNodeAccel()
setPrecision()
setElementRayleighDampingFactors()
start()
stop()
stripXML()
updateElementDomain()
wipe()
wipeAnalysis()
setNumThreads()
getNumThreads()
mesh()
remesh()
parameter()
addToParameter()
updateParameter()
setParameter()
getParamTags()
getParamValue()
computeGradients()
sensitivityAlgorithm()
sensNodeDisp()
sensNodeVel()
sensNodeAccel()
sensLambda()
sensSectionForce()
sensNodePressure()
randomVariable()
getPID()
getNP()
barrier()
send()
recv()
Bcast()
setStartNodeTag()
domainChange()
partition()
preprocessing.DiscretizeMember.DiscretizeMember()
Returns the section force for a beam-column element. The dof of the section depends on the section type. Please check with the section manual.
eleTag (int)
eleTag
element tag.
secNum (int)
secNum
section number, i.e. the Gauss integratio number
dof (int)
dof
the dof of the section