Hello everyone,
Please help me solve my problem.
I have the 2.4.4. version of OpenSees, I need to use the multisupport Pattern, but I have some questions. I created a 2D Frame for example, I have written two codes for it: I want to compare pattern UniformExcitation and pattern MultipleSupport, but result are not the same. (For UniformExcitation I use an acceleration history, while for MultipleSupport an displacement history).
I think that displacement are not the same, because In the case of MultiSupport Excitation the results for the responses at the nodes are the ABSOLUTE values, and not relative values as in the case of a UniformExciatation, but for DRIFT and force the results should be the same. Why they are not the same?
-------------------------------------This is the first code (UniformExcitaion):-------------------------------------
# Units are kN, m, sec
wipe
model BasicBuilder -ndm 3;
set name Telaio
#materials.xtcl
uniaxialMaterial Elastic 1 961538461.53846
uniaxialMaterial Elastic 2 961538461.53846
uniaxialMaterial Elastic 3 1602564102.56411
uniaxialMaterial Elastic 4 24038461538.4615
uniaxialMaterial Elastic 5 24038461538.4615
uniaxialMaterial Elastic 6 40064102564.1027
uniaxialMaterial Elastic 7 40064102564.1027
uniaxialMaterial Concrete01 10000 -17890000 -0.002 -17890000 0.004
uniaxialMaterial Steel01 30000 485750000 210000000000 0.005
#sezione.xtcl
set nfp 10
set nft 50
set A_14 0.0001539
set A_18 0.0002545
set maxIters 200
set tol 1e-3
# PILASTRI
section Fiber 1500 {
# FIBRE CLS CONFINATO
patch rect 10000 $nfp $nfp -0.12 -0.12 0.12 0.12
# FIBRE CLS NON CONFINATO (SOPRA,SOTTO,SX,DX)
patch rect 10000 2 $nfp -0.15 0.12 0.15 0.15
patch rect 10000 2 $nfp -0.15 -0.15 0.15 -0.12
patch rect 10000 $nfp 2 -0.15 -0.12 -0.12 0.12
patch rect 10000 $nfp 2 0.12 -0.12 0.15 0.12
# ACCIAIO
layer straight 30000 3 $A_18 0.12 -0.12 0.12 0.12
layer straight 30000 3 $A_18 -0.12 -0.12 0.12 -0.12
}
# TRAVI 30*50
#sezione estremità
section Fiber 7000 {
# FIBRE CLS CONFINATO
patch rect 10000 $nft $nft -0.12 -0.23 0.12 0.23
# FIBRE CLS NON CONFINATO (SOPRA,SOTTO,SX,DX)J
patch rect 10000 2 $nft -0.15 0.23 0.15 0.25
patch rect 10000 2 $nft -0.15 -0.25 0.15 -0.23
patch rect 10000 $nft 2 -0.15 -0.23 -0.12 0.23
patch rect 10000 $nft 2 0.12 -0.23 0.15 0.23
# ACCIAIO
layer straight 30000 5 $A_14 -0.12 0.23 0.12 0.23
layer straight 30000 4 $A_14 -0.13 -0.23 0.13 -0.23
}
#sezione mezzeria
section Fiber 8000 {
# FIBRE CLS CONFINATO
patch rect 10000 $nft $nft -0.12 -0.23 0.12 0.23
# FIBRE CLS NON CONFINATO (SOPRA,SOTTO,SX,DX)
patch rect 10000 2 $nft -0.15 0.23 0.15 0.25
patch rect 10000 2 $nft -0.15 -0.25 0.15 -0.23
patch rect 10000 $nft 2 -0.15 -0.23 -0.12 0.23
patch rect 10000 $nft 2 0.12 -0.23 0.15 0.23
# ACCIAIO
layer straight 30000 2 $A_14 -0.12 0.23 0.12 0.23
layer straight 30000 5 $A_14 -0.13 -0.23 0.13 -0.23
}
#nodes.xtcl
node 1 -4.2707189 4.0794743 0 -mass 0 0 0.0 0.0 0.0 0.0
node 2 -4.2707189 4.0794743 3 -mass 0 0 0 1E-10 1E-10 1E-10
node 3 -0.2707189 4.0794743 0 -mass 0 0 0.0 0.0 0.0 0.0
node 4 -0.2707189 4.0794743 3 -mass 0 0 0 1E-10 1E-10 1E-10
node 5 -4.2707189 4.0794743 3.25 -mass 112.5 112.5 112.5 1E-10 1E-10 1E-10
node 6 -0.2707189 4.0794743 3.25 -mass 112.5 112.5 112.5 1E-10 1E-10 0
node 7 -4.1207189 4.0794743 3.25 -mass 0 0 0.0 0.0 0.0 0.0
node 8 -0.4207189 4.0794743 3.25 -mass 0 0 0.0 0.0 0.0 0.0
#restraints.xtcl
fix 1 1 1 1 1 1 1
fix 3 1 1 1 1 1 1
#geomTransf.xtcl
geomTransf Linear 1 1 0 0
geomTransf Linear 2 1 0 0
geomTransf Linear 3 0 0 1
geomTransf Linear 4 1 0 0
geomTransf Linear 5 1 0 0
geomTransf Linear 6 0 0 1
geomTransf Linear 7 0 0 1
#elements.xtcl
#pilastri
element forceBeamColumn 1 1 2 5 1500 1 -mass 225 -iter $maxIters $tol
element forceBeamColumn 2 3 4 5 1500 2 -mass 225 -iter $maxIters $tol
#travi
#element forceBeamColumn $eleTag $iNode $jNode $transfTag "IntegrationType arg1 arg2 ..." <-mass $massDens> <-iter $maxIters
set locations "0.0 0.2 0.5 0.8 1.0"
set secTags1 "7000 8000 8000 8000 7000"
set integration1 "FixedLocation 5 $secTags1 $locations"; # TRAVI 30*50
element forceBeamColumn 3 7 8 3 $integration1 -mass 2295.00000000001 -iter $maxIters $tol
#link rigidi
element elasticBeamColumn 4 2 5 0.00337499999999999 30000000000 12820512820.5128 0.00571049999999998 0.00337499999999999 0.00337499999999999 4
element elasticBeamColumn 5 4 6 0.00337499999999999 30000000000 12820512820.5128 0.00571049999999998 0.00337499999999999 0.00337499999999999 5
element elasticBeamColumn 6 5 7 0.750000000000002 30000000000 12820512820.5128 0.0139725000000001 0.015625 0.00562500000000004 6
element elasticBeamColumn 7 8 6 0.750000000000002 30000000000 12820512820.5128 0.0139725000000001 0.015625 0.00562500000000004 7
#eleLoads.xtcl
pattern Plain 1 Constant {
load 5 0 0 -1103.625 0 0 0
load 6 0 0 -1103.625 0 0 0
eleLoad -ele 1 -type -beamUniform 0 0 -2207.25
eleLoad -ele 2 -type -beamUniform 0 0 -2207.25
eleLoad -ele 3 -type -beamUniform 0 -22513.95 0
}
#staticAnalysis.tcl
set Nsteps 1
set TestType NormDispIncr
set Tol 1.0e-12
set maxNumIter 100
set flag 0
set algorithmType Newton
system SparseGeneral
constraints Transformation
numberer RCM
test $TestType $Tol $maxNumIter $flag
algorithm $algorithmType
integrator LoadControl [expr 1.0/$Nsteps]
analysis Static
initialize
set i 0
set ok 0
while {$i < $Nsteps && $ok==0} {
set i [expr $i+1]
set ok [analyze 1]
if {$ok != 0} {
puts "Newton2"
test $TestType [expr $Tol*1000.0] [expr $maxNumIter*10] $flag
algorithm Newton -initial
set ok [analyze 1]
test $TestType $Tol $maxNumIter $flag
algorithm $algorithmType
}
if {$ok != 0} {
puts "NewtonWithLineSearch"
test $TestType [expr $Tol*1000.0] [expr $maxNumIter*10] $flag
algorithm NewtonLineSearch .8
set ok [analyze 1]
test $TestType $Tol $maxNumIter $flag
algorithm $algorithmType
}
}
if {$ok==0} {puts "Static analysis completed SUCCESSFULLY";}
if {$ok!=0} {puts "Static analysis ERROR"}
#modalAnalysis.tcl
set pi 3.141592654
set periods [eigen -fullGenLapack 1];
if {[llength $periods]!=1 || [lindex $periods 0]<0 } {
close [open ERRORE_MODALE_$name.txt w]
set T1 [expr 3.0];
} else {
for {set i 0} {$i < [llength $periods]} {incr i 1} {
lset periods $i [expr int(2*$pi*pow([lindex $periods $i],-0.5)*1000.0)/1000.0]
}
set T1 [expr 1.5*[lindex $periods 0]];
}
set rayleigh_xsi 0.02;
set T2 0.01;
set rayleigh_T_ratio [expr $T2/$T1];
set tmp [expr 1.0/($rayleigh_T_ratio+1)];
set rayleigh_m [expr 4 * $pi * $tmp * $rayleigh_xsi / $T1];
set rayleigh_k [expr $rayleigh_T_ratio * $tmp / $pi * $rayleigh_xsi * $T1];
rayleigh $rayleigh_m 0.0 $rayleigh_k 0.0
puts " periodo max : $T1 "
puts " rayleigh m and k : $rayleigh_m $rayleigh_k "
#recorders.xtcl
recorder Drift -file DRIFT1x.out -time -iNode 1 -jNode 2 -dof 1 -perpDirn 3; # DRIFT IN X
recorder Drift -file DRIFT1y.out -time -iNode 1 -jNode 2 -dof 2 -perpDirn 3; # DRIFT IN Y
recorder Drift -file DRIFT2x.out -time -iNode 3 -jNode 4 -dof 1 -perpDirn 3; # DRIFT IN X
recorder Drift -file DRIFT2y.out -time -iNode 3 -jNode 4 -dof 2 -perpDirn 3; # DRIFT IN Y
recorder Node -file X1.out -time -node 1 -dof 1 disp; # SPOST IN X
recorder Node -file Y1.out -time -node 1 -dof 2 disp; # SPOST IN Y
recorder Node -file X2.out -time -node 2 -dof 1 disp; # SPOST IN X
recorder Node -file Y2.out -time -node 2 -dof 2 disp; # SPOST IN Y
recorder Node -file X3.out -time -node 3 -dof 1 disp; # SPOST IN X
recorder Node -file Y3.out -time -node 3 -dof 2 disp; # SPOST IN Y
recorder Node -file X4.out -time -node 4 -dof 1 disp; # SPOST IN X
recorder Node -file Y4.out -time -node 4 -dof 2 disp; # SPOST IN Y
recorder Element -file p1.out -time -ele 1 force
recorder Element -file p2.out -time -ele 2 force
recorder Element -file t1.out -time -ele 3 force
#dynamicParameters.tcl
loadConst -time 0.0
set TestType EnergyIncr
set Tol 1.0e-8
set maxNumIter 200
set flag 0
set algorithmType Newton
test $TestType $Tol $maxNumIter $flag
algorithm $algorithmType
integrator Newmark 0.5 0.25
analysis Transient
#simulazionedina.xtcl
set dt 0.0100
set np 1502
set scaleFactor 1.0
set PathX "Series -dt $dt -filePath accx.xacc -factor $scaleFactor"
pattern UniformExcitation 2 1 -accel $PathX
#dynamicAnalysis.tcl
set i 0
set ok 0
while {$i < $np && $ok==0} {
set i [expr $i+1]
set ok [analyze 1 $dt]
if {$ok != 0} {
puts "Newton2"
test $TestType [expr $Tol*1000.0] [expr $maxNumIter*10] $flag
algorithm Newton -initial
set ok [analyze 1 $dt]
test $TestType $Tol $maxNumIter $flag
algorithm $algorithmType
}
if {$ok != 0} {
puts "NewtonWithLineSearch"
algorithm NewtonLineSearch .8
set ok [analyze 1 $dt]
test $TestType $Tol $maxNumIter $flag
algorithm $algorithmType
}
}
if {$ok==0} {puts "Transient analysis completed SUCCESSFULLY";}
if {$ok!=0} {puts "Static analysis ERROR"}
wipe all
-------------------------------------This is the second code (MultipleSupport):-------------------------------------
# Units are kN, m, sec
wipe
model BasicBuilder -ndm 3;
set name Telaio
#materials.xtcl
uniaxialMaterial Elastic 1 961538461.53846
uniaxialMaterial Elastic 2 961538461.53846
uniaxialMaterial Elastic 3 1602564102.56411
uniaxialMaterial Elastic 4 24038461538.4615
uniaxialMaterial Elastic 5 24038461538.4615
uniaxialMaterial Elastic 6 40064102564.1027
uniaxialMaterial Elastic 7 40064102564.1027
uniaxialMaterial Concrete01 10000 -17890000 -0.002 -17890000 0.004
uniaxialMaterial Steel01 30000 485750000 210000000000 0.005
#sezione.xtcl
set nfp 10
set nft 50
set A_14 0.0001539
set A_18 0.0002545
set maxIters 200
set tol 1e-3
# PILASTRI
section Fiber 1500 {
# FIBRE CLS CONFINATO
patch rect 10000 $nfp $nfp -0.12 -0.12 0.12 0.12
# FIBRE CLS NON CONFINATO (SOPRA,SOTTO,SX,DX)
patch rect 10000 2 $nfp -0.15 0.12 0.15 0.15
patch rect 10000 2 $nfp -0.15 -0.15 0.15 -0.12
patch rect 10000 $nfp 2 -0.15 -0.12 -0.12 0.12
patch rect 10000 $nfp 2 0.12 -0.12 0.15 0.12
# ACCIAIO
layer straight 30000 3 $A_18 0.12 -0.12 0.12 0.12
layer straight 30000 3 $A_18 -0.12 -0.12 0.12 -0.12
}
# TRAVI 30*50
#sezione estremità
section Fiber 7000 {
# FIBRE CLS CONFINATO
patch rect 10000 $nft $nft -0.12 -0.23 0.12 0.23
# FIBRE CLS NON CONFINATO (SOPRA,SOTTO,SX,DX)J
patch rect 10000 2 $nft -0.15 0.23 0.15 0.25
patch rect 10000 2 $nft -0.15 -0.25 0.15 -0.23
patch rect 10000 $nft 2 -0.15 -0.23 -0.12 0.23
patch rect 10000 $nft 2 0.12 -0.23 0.15 0.23
# ACCIAIO
layer straight 30000 5 $A_14 -0.12 0.23 0.12 0.23
layer straight 30000 4 $A_14 -0.13 -0.23 0.13 -0.23
}
#sezione mezzeria
section Fiber 8000 {
# FIBRE CLS CONFINATO
patch rect 10000 $nft $nft -0.12 -0.23 0.12 0.23
# FIBRE CLS NON CONFINATO (SOPRA,SOTTO,SX,DX)
patch rect 10000 2 $nft -0.15 0.23 0.15 0.25
patch rect 10000 2 $nft -0.15 -0.25 0.15 -0.23
patch rect 10000 $nft 2 -0.15 -0.23 -0.12 0.23
patch rect 10000 $nft 2 0.12 -0.23 0.15 0.23
# ACCIAIO
layer straight 30000 2 $A_14 -0.12 0.23 0.12 0.23
layer straight 30000 5 $A_14 -0.13 -0.23 0.13 -0.23
}
#nodes.xtcl
node 1 -4.2707189 4.0794743 0 -mass 0 0 0.0 0.0 0.0 0.0
node 2 -4.2707189 4.0794743 3 -mass 0 0 0 1E-10 1E-10 1E-10
node 3 -0.2707189 4.0794743 0 -mass 0 0 0.0 0.0 0.0 0.0
node 4 -0.2707189 4.0794743 3 -mass 0 0 0 1E-10 1E-10 1E-10
node 5 -4.2707189 4.0794743 3.25 -mass 112.5 112.5 112.5 1E-10 1E-10 1E-10
node 6 -0.2707189 4.0794743 3.25 -mass 112.5 112.5 112.5 1E-10 1E-10 0
node 7 -4.1207189 4.0794743 3.25 -mass 0 0 0.0 0.0 0.0 0.0
node 8 -0.4207189 4.0794743 3.25 -mass 0 0 0.0 0.0 0.0 0.0
#restraints.xtcl
fix 1 1 1 1 1 1 1
fix 3 1 1 1 1 1 1
#geomTransf.xtcl
geomTransf Linear 1 1 0 0
geomTransf Linear 2 1 0 0
geomTransf Linear 3 0 0 1
geomTransf Linear 4 1 0 0
geomTransf Linear 5 1 0 0
geomTransf Linear 6 0 0 1
geomTransf Linear 7 0 0 1
#elements.xtcl
#pilastri
element forceBeamColumn 1 1 2 5 1500 1 -mass 225 -iter $maxIters $tol
element forceBeamColumn 2 3 4 5 1500 2 -mass 225 -iter $maxIters $tol
#travi
#element forceBeamColumn $eleTag $iNode $jNode $transfTag "IntegrationType arg1 arg2 ..." <-mass $massDens> <-iter $maxIters
set locations "0.0 0.2 0.5 0.8 1.0"
set secTags1 "7000 8000 8000 8000 7000"
set integration1 "FixedLocation 5 $secTags1 $locations"; # TRAVI 30*50
element forceBeamColumn 3 7 8 3 $integration1 -mass 2295.00000000001 -iter $maxIters $tol
#link rigidi
element elasticBeamColumn 4 2 5 0.00337499999999999 30000000000 12820512820.5128 0.00571049999999998 0.00337499999999999 0.00337499999999999 4
element elasticBeamColumn 5 4 6 0.00337499999999999 30000000000 12820512820.5128 0.00571049999999998 0.00337499999999999 0.00337499999999999 5
element elasticBeamColumn 6 5 7 0.750000000000002 30000000000 12820512820.5128 0.0139725000000001 0.015625 0.00562500000000004 6
element elasticBeamColumn 7 8 6 0.750000000000002 30000000000 12820512820.5128 0.0139725000000001 0.015625 0.00562500000000004 7
#eleLoads.xtcl
pattern Plain 1 Constant {
load 5 0 0 -1103.625 0 0 0
load 6 0 0 -1103.625 0 0 0
eleLoad -ele 1 -type -beamUniform 0 0 -2207.25
eleLoad -ele 2 -type -beamUniform 0 0 -2207.25
eleLoad -ele 3 -type -beamUniform 0 -22513.95 0
}
#staticAnalysis.tcl
set Nsteps 1
set TestType NormDispIncr
set Tol 1.0e-12
set maxNumIter 100
set flag 0
set algorithmType Newton
system SparseGeneral
constraints Transformation
numberer RCM
test $TestType $Tol $maxNumIter $flag
algorithm $algorithmType
integrator LoadControl [expr 1.0/$Nsteps]
analysis Static
initialize
set i 0
set ok 0
while {$i < $Nsteps && $ok==0} {
set i [expr $i+1]
set ok [analyze 1]
if {$ok != 0} {
puts "Newton2"
test $TestType [expr $Tol*1000.0] [expr $maxNumIter*10] $flag
algorithm Newton -initial
set ok [analyze 1]
test $TestType $Tol $maxNumIter $flag
algorithm $algorithmType
}
if {$ok != 0} {
puts "NewtonWithLineSearch"
test $TestType [expr $Tol*1000.0] [expr $maxNumIter*10] $flag
algorithm NewtonLineSearch .8
set ok [analyze 1]
test $TestType $Tol $maxNumIter $flag
algorithm $algorithmType
}
}
if {$ok==0} {puts "Static analysis completed SUCCESSFULLY";}
if {$ok!=0} {puts "Static analysis ERROR"}
#modalAnalysis.tcl
set pi 3.141592654
set periods [eigen -fullGenLapack 1];
if {[llength $periods]!=1 || [lindex $periods 0]<0 } {
close [open ERRORE_MODALE_$name.txt w]
set T1 [expr 3.0];
} else {
for {set i 0} {$i < [llength $periods]} {incr i 1} {
lset periods $i [expr int(2*$pi*pow([lindex $periods $i],-0.5)*1000.0)/1000.0]
}
set T1 [expr 1.5*[lindex $periods 0]];
}
set rayleigh_xsi 0.02;
set T2 0.01;
set rayleigh_T_ratio [expr $T2/$T1];
set tmp [expr 1.0/($rayleigh_T_ratio+1)];
set rayleigh_m [expr 4 * $pi * $tmp * $rayleigh_xsi / $T1];
set rayleigh_k [expr $rayleigh_T_ratio * $tmp / $pi * $rayleigh_xsi * $T1];
rayleigh $rayleigh_m 0.0 $rayleigh_k 0.0
puts " periodo max : $T1 "
puts " rayleigh m and k : $rayleigh_m $rayleigh_k "
#recorders.xtcl
recorder Drift -file DRIFT1x.out -time -iNode 1 -jNode 2 -dof 1 -perpDirn 3; # DRIFT IN X
recorder Drift -file DRIFT1y.out -time -iNode 1 -jNode 2 -dof 2 -perpDirn 3; # DRIFT IN Y
recorder Drift -file DRIFT2x.out -time -iNode 3 -jNode 4 -dof 1 -perpDirn 3; # DRIFT IN X
recorder Drift -file DRIFT2y.out -time -iNode 3 -jNode 4 -dof 2 -perpDirn 3; # DRIFT IN Y
recorder Node -file X1.out -time -node 1 -dof 1 disp; # SPOST IN X
recorder Node -file Y1.out -time -node 1 -dof 2 disp; # SPOST IN Y
recorder Node -file X2.out -time -node 2 -dof 1 disp; # SPOST IN X
recorder Node -file Y2.out -time -node 2 -dof 2 disp; # SPOST IN Y
recorder Node -file X3.out -time -node 3 -dof 1 disp; # SPOST IN X
recorder Node -file Y3.out -time -node 3 -dof 2 disp; # SPOST IN Y
recorder Node -file X4.out -time -node 4 -dof 1 disp; # SPOST IN X
recorder Node -file Y4.out -time -node 4 -dof 2 disp; # SPOST IN Y
recorder Element -file p1.out -time -ele 1 force
recorder Element -file p2.out -time -ele 2 force
recorder Element -file t1.out -time -ele 3 force
#dynamicParameters.tcl
loadConst -time 0.0
set TestType EnergyIncr
set Tol 1.0e-8
set maxNumIter 200
set flag 0
set algorithmType Newton
test $TestType $Tol $maxNumIter $flag
algorithm $algorithmType
integrator Newmark 0.5 0.25
analysis Transient
#simulazionedina.xtcl
set dt 0.0100
set np 1502
set scaleFactor 0.3048
set DispSeries "Series -dt $dt -filePath dispx.xacc -factor $scaleFactor"
pattern MultipleSupport 2 {
groundMotion 5 Plain -disp $DispSeries
imposedMotion 1 1 5
imposedMotion 3 1 5
}
#dynamicAnalysis.tcl
set i 0
set ok 0
while {$i < $np && $ok==0} {
set i [expr $i+1]
set ok [analyze 1 $dt]
if {$ok != 0} {
puts "Newton2"
test $TestType [expr $Tol*1000.0] [expr $maxNumIter*10] $flag
algorithm Newton -initial
set ok [analyze 1 $dt]
test $TestType $Tol $maxNumIter $flag
algorithm $algorithmType
}
if {$ok != 0} {
puts "NewtonWithLineSearch"
algorithm NewtonLineSearch .8
set ok [analyze 1 $dt]
test $TestType $Tol $maxNumIter $flag
algorithm $algorithmType
}
}
if {$ok==0} {puts "Transient analysis completed SUCCESSFULLY";}
if {$ok!=0} {puts "Static analysis ERROR"}
wipe all
-------------------------------------This is the acceleration history (accx.xacc):-------------------------------------
0.005157
0.008331
0.010318
0.011753
0.010778
0.006945
0.001046
-0.009344
-0.022550
-0.031838
-0.033354
-0.022377
-0.012387
-0.016713
-0.027567
-0.044424
-0.066575
-0.077310
-0.074701
-0.066512
-0.073257
-0.081899
-0.098909
-0.118378
-0.128615
-0.125225
-0.117657
-0.096619
-0.070821
-0.033604
-0.015330
-0.008824
0.004190
0.016144
0.013095
0.010519
0.020501
0.044008
0.051289
0.043601
0.048353
0.076205
0.140229
0.200818
0.240790
0.274637
0.265789
0.242978
0.243158
0.270390
0.308796
0.282428
0.205093
0.088558
-0.017707
-0.101088
-0.121936
-0.082601
-0.056293
-0.004777
0.015316
0.018937
0.035927
0.047349
0.081244
0.112695
0.088899
0.052325
0.009925
-0.018557
-0.022186
0.036599
0.139182
0.279290
0.361736
0.317345
0.271748
0.255719
0.228713
0.199582
0.155305
0.043009
0.020671
0.080472
0.110624
0.100129
0.046658
0.000566
-0.005456
-0.029004
-0.095056
-0.117827
-0.097538
-0.114140
-0.198786
-0.301530
-0.367500
-0.429284
-0.463917
-0.400231
-0.289989
-0.160018
-0.079907
0.000337
0.106514
0.214512
0.269856
0.273765
0.172117
0.154428
0.210684
0.188679
0.121460
0.080123
0.169173
0.207777
0.091648
-0.094186
-0.234593
-0.391831
-0.536826
-0.563117
-0.480909
-0.443695
-0.482380
-0.450440
-0.394590
-0.335599
-0.301123
-0.239033
-0.178611
-0.133573
-0.143045
-0.172133
-0.117746
-0.002047
0.085872
0.044982
-0.097376
-0.283552
-0.413336
-0.467540
-0.396195
-0.167959
0.021576
0.174823
0.312161
0.441128
0.492175
0.440174
0.364011
0.177915
-0.025334
-0.050921
-0.028446
-0.051438
-0.029444
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Multisupport and Uniform Pattern
Moderators: silvia, selimgunay, mhscott, Moderators
-
alexdigaetano
- Posts: 2
- Joined: Mon Nov 25, 2013 2:10 am
- Location: università di pavia
Re: Multisupport and Uniform Pattern
Hello,
I have meet the same problem with you. So have you figure out this problem?
I have meet the same problem with you. So have you figure out this problem?