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()
This command is used to set the mass at a node, replacing any previously defined mass at the node.
nodeTag (int)
nodeTag
integer tag identifying node whose mass is set
massValues (list (float))
massValues
ndf nodal mass values corresponding to each DOF