I wish to run a Tcl script with a different interpreter (OpenSees) from python itself, similar to this question, what would be the most practical way? I've tried tkinter and subprocess routines but as far as I understand i'm running the script in pure Tcl and nothing happens (functions are defined in the OpenSees environment). I've tried calling my Tcl script via tkinter and but I can't for the life of me figure out how to run tcl with another interpreter, what i've tried is:
for-test.tcl
proc fractional_while {j float_increment upper_limit} {
while {$j < $upper_limit} {
set j [expr $j + $float_increment]
}
}
puts "time it took: [time {fractional_while 1 0.001 500} 1]"
python file
import tkinter
r = tkinter.Tk()
r.eval('source {for-test.tcl}')
What I want to do is call Opensees inside python and run the following routine:
elastic-1dof-spectrum.tcl
model BasicBuilder -ndm 2 -ndf 3
set time_zero [clock clicks -millisec]
set node_restraint 1
set node_spring 2
...
set load_dir $x_direction
set x_mass 1
set elastic_modulus 2e6
set rotation_z 6
node $node_restraint 0 0 -mass 0 0 0
node $node_spring 0 0 -mass 0 0 0
fix $node_restraint 1 1 1
equalDOF $master_node $slave_node 1 2
geomTransf Linear $transf_tag
uniaxialMaterial Elastic $linear_elastic_mat_tag $elastic_modulus
element zeroLength 0 $node_restraint $node_spring -mat $linear_elastic_mat_tag -dir $rotation_z
set accel_series "Path -filePath acelerograma_85_ii.191 -dt $ground_motion_time_step -factor 1"
pattern UniformExcitation $load_tag $load_dir -accel $accel_series
set oscillator_length 1
set node_mass 3
set counter 1
while {$oscillator_length < 1000} {
set oscillator_length [expr $counter*0.1]
set node_mass [expr $counter + 2]
node $node_mass 0 $oscillator_length
mass $node_mass $x_mass 0 0
element elasticBeamColumn $node_mass $node_spring $node_mass $area_column $elastic_modulus $inertia_column $transf_tag
set eigenvalue [eigen -fullGenLapack 1]
set period [expr 2*$pi/sqrt($eigenvalue)]
recorder EnvelopeNode -file results/acceleration-envelope-period-$period.out -time -node $node_mass -dof $x_direction accel
...
rayleigh [expr 2*$damping_ratio*$x_mass*$eigenvalue] 0 0 0
constraints Transformation
# determines how dof constraits are treated and assigned
numberer Plain
# numbering schemes are tied directly to the efficiency of numerical solvers
system BandGeneral
# defines the matricial numerical solving method based on the form of the stiffness matrix
test NormDispIncr 1e-5 10 0
integrator Newmark $gamma $beta
# defines the integrator for the differential movement equation
algorithm Newton
# solve nonlinear residual equation
analysis Transient
# for uniform timesteps in excitations
analyze [expr int($duration_motion/$time_step)] $time_step
incr counter
}
puts stderr "[expr {([clock clicks -millisec]-$time_zero)/1000.}] sec" ;# RS
wipe
brace your expr. It can be much faster to write[expr {$counter + 2}]instead of[expr $counter + 2]as the expression can be byte compiled and is not reparsed each time. It is also much safer.