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()
eigsh
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()
sectionX
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()
setNodeTemperature()
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 flexibility matrix for a beam-column element. A list of values in the row order will be returned.
eleTag (int)
eleTag
element tag.
secNum (int)
secNum
section number, i.e. the Gauss integration number