
set TMD M$MTMD-K$KTMD-C$CTMD;

node 150 1.0  40.8432

equalDOF 15 150 2 3

mass 150 $MTMD 0.001  0.001

uniaxialMaterial Elastic 101 $KTMD

uniaxialMaterial Viscous 102 $CTMD 1

element truss 1001 15 150 1 101 

element truss 1002 15 150 1 102 

puts "TMD OK"
