Reply To: why i can not define the recorder when the material is steel01

[yuyang]

and here are loadpattern and analysis option

# LoadPattern_4.tcl

# LoadPattern “pushover”: patternTag tsTag factor
pattern Plain 1 1 -fact +1.000000E+00 {
# Load nodeTag LoadValues

# SP nodeTag dofTag DispValue

# eleLoad eleTags beamUniform Wy <Wx>

# eleLoad eleTags beamPoint Py xL <Px>
}

# Recorder_4.tcl

# Node Recorder “DefoShape”: fileName <nodeTag> dof respType
recorder Node -file pushover_Node_DefoShape_Dsp.out -time -nodeRange 1 6 -dof 1 2 3 disp
recorder Node -file pushover_Node_DefoShape_Acc.out -time -nodeRange 1 6 -dof 1 2 3 accel

# BeamColumn Recorder “allbc”: fileName <eleTag> arguments
recorder Element -file pushover_BeamColumn_allbc_LocForc.out -time -ele 1 2 3 4 5 6 localForce
recorder Element -file pushover_BeamColumn_allbc_ChordRot.out -time -ele 1 2 3 4 5 6 chordRotation

# TimeSeries.tcl

# TimeSeries “LinearDefault”: tsTag cFactor
timeSeries Linear 1 -factor +1.000000E+00

# AnalysisOptn_4.tcl

# AnalysisOptn “pushover”: Type: Static
# ————————————-
# Constraint Handler
constraints Plain
# DOF Numberer
numberer RCM
# System of Equations
system BandGeneral
# Convergence Test
test NormDispIncr +1.000000E-06 25 0 2
# Solution Algorithm
algorithm NewtonLineSearch -type InitialInterpolated -tol +8.000000E-01 -maxIter 10 -minEta +1.000000E-01 -maxEta +1.000000E+01 -pFlag 1
# Integrator
integrator DisplacementControl 3 1 +1.000000E-02
# Analysis Type
analysis Static