Wrong message of the VBrace model with OpenSees Navigator

[YoungXu]

Hi,
I build a model of VBrace with Navigator, but there are some problems which shows that
"WARNING: Invalid option -cMass in: element Truss 9 $iNode $jNode $A $matTag <-rho $rho> <-doRayleigh $flagh>
Invalid Args want: element TrussSection $tag $iNode $jNode $sectTag <-rho $rho>
TclElementCommand -- unable to create element of type : truss
while executing
"element truss 9 1 7 +2.38E+03 1 -rho +0.0E+00
-cMass 0 -doRayleigh 0"
<file "Elements.tcl" line 28>
invoked from within
"source Elements.tcl"
<file "C:\......\BBraceModel.tcl" line 45>"
How can solve it? Please help me! Thank you very much!
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
logFile "VBraceModel.log"

model BasicBuilder -ndm 2 -ndf 3


source NodeCoord.tcl
node 1 +0.000000E+00 +0.000000E+00 -ndf 3
node 2 +0.000000E+00 +1.800000E+03 -ndf 3
node 3 +0.000000E+00 +3.600000E+03 -ndf 3
node 4 +2.700000E+03 +0.000000E+00 -ndf 3
node 5 +2.700000E+03 +1.800000E+03 -ndf 3
node 6 +2.700000E+03 +3.600000E+03 -ndf 3
node 7 +1.350000E+03 +1.800000E+03 -ndf 3
node 8 +1.350000E+03 +3.600000E+03 -ndf 3

source SPConstraint.tcl
fix 1 1 1 1
fix 4 1 1 1

source NodeMass.tcl
mass 2 +6.265000E-02 +6.265000E-02 +0.000000E+00
mass 3 +2.923000E-02 +2.923000E-02 +0.000000E+00
mass 5 +6.265000E-02 +6.265000E-02 +0.000000E+00
mass 6 +2.923000E-02 +2.923000E-02 +0.000000E+00
mass 7 +2.506000E-02 +2.506000E-02 +0.000000E+00
mass 8 +2.506000E-02 +2.506000E-02 +0.000000E+00

source MPConstraint.tcl
source Materials.tcl
uniaxialMaterial Elastic 1 +2.000000E+05 +0.000000E+00

source Sections.tcl
section Elastic 1 +2.900000E+04 +1.800000E+02 +4.860000E+03 +1.115400E+04 +8.333333E-01

source GeoTran.tcl
geomTransf Linear 1

source Elements.tcl
# Element "ElasticBeamColumn": eleTag NodeI NodeJ A E Iz geoTranTag <alpha d> <-mass massDens> <-cMass>
element elasticBeamColumn 1 1 2 +2.380000E+03 +2.000000E+05 +1.465683E+07 1 +0.000000E+00 +0.000000E+00 -mass +0.000000E+00
element elasticBeamColumn 2 4 5 +2.380000E+03 +2.000000E+05 +1.465683E+07 1 +0.000000E+00 +0.000000E+00 -mass +0.000000E+00
element elasticBeamColumn 3 2 3 +2.380000E+03 +2.000000E+05 +1.465683E+07 1 +0.000000E+00 +0.000000E+00 -mass +0.000000E+00
element elasticBeamColumn 4 5 6 +2.380000E+03 +2.000000E+05 +1.465683E+07 1 +0.000000E+00 +0.000000E+00 -mass +0.000000E+00
element elasticBeamColumn 5 2 7 +2.380000E+03 +2.000000E+05 +1.465683E+07 1 +0.000000E+00 +0.000000E+00 -mass +0.000000E+00
element elasticBeamColumn 6 7 5 +2.380000E+03 +2.000000E+05 +1.465683E+07 1 +0.000000E+00 +0.000000E+00 -mass +0.000000E+00
element elasticBeamColumn 7 3 8 +2.380000E+03 +2.000000E+05 +1.465683E+07 1 +0.000000E+00 +0.000000E+00 -mass +0.000000E+00
element elasticBeamColumn 8 8 6 +2.380000E+03 +2.000000E+05 +1.465683E+07 1 +0.000000E+00 +0.000000E+00 -mass +0.000000E+00

# Element "Truss": eleTag NodeI NodeJ A matTag <-rho rho> <-cMass flag> <-doRayleigh flag>
element truss 9 1 7 +2.380000E+03 1 -rho +0.000000E+00 -cMass 0 -doRayleigh 0
element truss 10 7 4 +2.380000E+03 1 -rho +0.000000E+00 -cMass 0 -doRayleigh 0
element truss 11 2 8 +2.380000E+03 1 -rho +0.000000E+00 -cMass 0 -doRayleigh 0
element truss 12 8 5 +2.380000E+03 1 -rho +0.000000E+00 -cMass 0 -doRayleigh 0


source TimeSeries.tcl
timeSeries Path 1 -dt +1.000000E+00 -filePath TimeSeries01.thf -factor +1.000000E+00

initialize

puts "o Analysis: AnalysisCase01"

source LoadPattern_1.tcl
pattern UniformExcitation 1 1 -accel 1 -fact +4.390000E-01 -vel0 +0.000000E+00

source Recorder_1.tcl
recorder Node -file AnalysisCase01_Node_DefoShape_Dsp.out -time -node 2 3 -dof 1 2 3 disp

source AnalysisOptn_3.tcl
constraints Transformation
test EnergyIncr +1.000000E-08 10 0 2
integrator AlphaOS +6.666667E-01 -updateDomain
algorithm Linear
numberer Plain
system UmfPack -lvalueFact 10
analysis Transient

rayleigh +4.474000E+00 +5.000000E-04 +0.000000E+00 +0.000000E+00

record

analyze 1000 +2.000000E-02

wipe
exit
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[aschellenberg]

It looks like you are using the new consistent mass matrix option for the truss element. Please make sure that you use the latest version of OpenSees 2.4.5 because the consistent mass option is not available in earlier versions.

[YoungXu]

Sir, you mean the version 2.5.3 of Navigator is not for the version 2.4.4 of OpenSees? Sir, by the way, recently I use a simply portal frame to run the Hybrid Testing, but the simulation displacement(displacement data small like 0.5mm) is not equal the actuator's displacement(displacement data very large like 50mm), do you know why? And I sent the Email to you. Happy new year, thank you!