what way suggest me for this problem in the OpenSees ???????????????
the matlab program not work for my master thesis...
the code below is simple example for my problem that Viscous material can not update through dynamic analysis..
wipe all
model basic -ndm 2 -ndf 3
file mkdir rem
node 1 0. 0.
node 2 0. 0.
fix 1 1 1 1
equalDOF 1 2 2 3
mass 2 11025. 0. 0
uniaxialMaterial Elastic 1 290000.
uniaxialMaterial Viscous 2 290. 1
element zeroLength 1 1 2 -mat 1 -dir 1
element zeroLength 2 1 2 -mat 2 -dir 1
recorder Node -file rem/node22disp.txt -time -node 2 -dof 1 disp
set accel "Series -dt 0.01 -filePath elcentro.txt -factor [expr 9.81]"
pattern UniformExcitation 2 1 -accel $accel
constraints Plain
numberer Plain
system BandGeneral
test EnergyIncr 1.e-8 8
algorithm Newton
integrator Newmark 0.5 0.25
analysis VariableTransient
for {set i 1} {$i<4000} {incr i} {
set f 200.
parameter 1 element 2 C
updateParameter 1 $f
remove parameter 1
}
would you like to explain the best idea about this problem solution??? (except link OpenSees with matlab program)!
I appreciate if somebody help me to find out a solution for my problem.
