The OpenSees Community

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
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-0.0584311
-0.0584328

Hi, I would like to use the multi-support pattern for allows different prescribed ground motions to be input at various supports in the structure. I created a 2D frame, but I have some problems: in the results, the node's displacements, the forces and reactions are the same over the time. Can someone check? Thanks

############################### This is my input:

model BasicBuilder -ndm 3;

# NODES
node 1 -3.4618487 1.4016075 0
node 2 -3.4618487 1.4016075 3
node 3 0.5381513 1.4016075 0
node 4 0.5381513 1.4016075 3
node 5 -3.4618487 1.4016075 3.25
node 6 0.5381513 1.4016075 3.25
node 7 -3.3118487 1.4016075 3.25
node 8 0.3881513 1.4016075 3.25

# RESTRAINTS
fix 1 1 1 1 1 1 1
fix 2 0 0 0 0 0 0
fix 3 1 1 1 1 1 1
fix 4 0 0 0 0 0 0
fix 5 0 0 0 0 0 0
fix 6 0 0 0 0 0 0
fix 7 0 0 0 0 0 0
fix 8 0 0 0 0 0 0

# GEOMETRIC TRANSFORMATION
geomTransf Linear 1 0 1 0
geomTransf Linear 2 0 1 0
geomTransf Linear 3 0 1 0
geomTransf Linear 4 0 1 0
geomTransf Linear 5 0 1 0
geomTransf Linear 6 0 1 0
geomTransf Linear 7 0 1 0

# MATERIALS
uniaxialMaterial Elastic 1 1602564102.5641
uniaxialMaterial Elastic 2 1602564102.5641
uniaxialMaterial Elastic 3 2670940170.94017
uniaxialMaterial Elastic 4 40064102564.1025
uniaxialMaterial Elastic 5 40064102564.1025
uniaxialMaterial Elastic 6 66773504273.5043
uniaxialMaterial Elastic 7 66773504273.5043

# SECTIONS
section Elastic 1 30000000000 0.15 0.001125 0.003125 12820512820.5128 0.0027945
section Elastic 2 30000000000 0.15 0.001125 0.003125 12820512820.5128 0.0027945
section Elastic 3 30000000000 0.25 0.00520833333333333 0.00520833333333333 12820512820.5128 0.0088125
section Elastic 4 30000000000 0.75 0.00562499999999999 0.015625 12820512820.5128 0.0139725
section Elastic 5 30000000000 0.75 0.00562499999999999 0.015625 12820512820.5128 0.0139725
section Elastic 6 30000000000 1.25 0.0260416666666667 0.0260416666666667 12820512820.5128 0.0440625
section Elastic 7 30000000000 1.25 0.0260416666666667 0.0260416666666667 12820512820.5128 0.0440625

# SECTION AGGREGATOR
section Aggregator 8 1 Vy 1 Vz -section 1
section Aggregator 9 2 Vy 2 Vz -section 2
section Aggregator 10 3 Vy 3 Vz -section 3
section Aggregator 11 4 Vy 4 Vz -section 4
section Aggregator 12 5 Vy 5 Vz -section 5
section Aggregator 13 6 Vy 6 Vz -section 6
section Aggregator 14 7 Vy 7 Vz -section 7

# DEFINE ELEMENT
element forceBeamColumn 1 1 2 5 8 1 -mass 375
element forceBeamColumn 2 3 4 5 9 2 -mass 375
element forceBeamColumn 3 7 8 5 10 3 -mass 625
element forceBeamColumn 4 2 5 5 11 4 -mass 0
element forceBeamColumn 5 4 6 5 12 5 -mass 0
element forceBeamColumn 6 5 7 5 13 6 -mass 0
element forceBeamColumn 7 8 6 5 14 7 -mass 0

# STATIC ANALYSIS
pattern Plain 1 Constant {
load 5 0 0 -1839.375 0 0 0
load 6 0 0 -1839.375 0 0 0
eleLoad -ele 1 -type -beamUniform 0 0 -3678.75
eleLoad -ele 2 -type -beamUniform 0 0 -3678.75
eleLoad -ele 3 -type -beamUniform 6131.25 0 0
}

system BandGeneral
constraints Transformation
numberer RCM
test EnergyIncr 1e-9 10 0
test NormUnbalance 1.0e-9 10 0
test NormDispIncr 1.0e-9 10 0
algorithm Linear
integrator LoadControl 1
analysis Static

# STATIC ANALYSIS RECORDERS
recorder Node -file "C:/Users/Stefano/Desktop/TELAIO2D/displ" -node 1 2 3 4 -dof 1 2 3 disp
recorder Node -file "C:/Users/Stefano/Desktop/TELAIO2D/react" -node 1 2 3 4 -dof 1 2 3 reaction
recorder Element -file "C:/Users/Stefano/Desktop/TELAIO2D/forces" -ele 1 2 3 localForce

analyze 2
puts "modello costruito"

#MULTISUPPORT ANALYSIS
loadConst -time 0.0

# LUMPED MASS
mass 2 0 0 0 1E-10 1E-10 1E-10
mass 4 0 0 0 1E-10 1E-10 1E-10
mass 5 187.5 187.5 187.5 1E-10 1E-10 1E-10
mass 6 187.5 187.5 187.5 1E-10 1E-10 0

pattern MultipleSupport 5 {
timeSeries Path 6 -filePath T301xDISP.xacc -dt 0.01 -factor 1.0
groundMotion 7 Plain -disp 6
imposedSupportMotion 1 1 7
imposedSupportMotion 3 1 7
}

recorder Node -file nodo1.out -time -node 1 -dof 1 disp
recorder Node -file nodo2.out -time -node 2 -dof 1 disp
recorder Node -file nodo3.out -time -node 3 -dof 1 disp
recorder Node -file nodo4.out -time -node 4 -dof 1 disp

recorder Node -file reac1.out -time -node 1 -dof 1 reaction
recorder Node -file reac2.out -time -node 2 -dof 1 reaction
recorder Node -file reac3.out -time -node 3 -dof 1 reaction
recorder Node -file reac4.out -time -node 4 -dof 1 reaction

recorder Element -file eleglob1.out -time -ele 1 globalForce
recorder Element -file eleglob2.out -time -ele 2 globalForce
recorder Element -file eleglob3.out -time -ele 3 globalForce

remove sp 1 1
remove sp 3 1

wipeAnalysis

#constraints Penalty 1.0e+18 1.0e+18
#constraints Plain
constraints Transformation
system BandGeneral
numberer RCM
test NormDispIncr 1.0e-8 10
algorithm Newton
integrator Newmark 0.5 0.25
analysis Transient

analyze 1502 0.01

############################# This is the imposed motion:
#T301xDISP.xacc:
0,00000
0,00000
0,00000
0,00000
0,00000
0,00000
0,00000
0,00000
0,00000
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0,00001
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