Dr. McKenna,
I ran the SAME model with OpenSees.exe and OpenSeesMP.exe and I got very different results, I cannot understand why. The only difference is that the file for OpenseesMP has:
system Mumps
numberer ParallelPlain
and the one for opensees.exe has:
system BandGeneral
numberer RCM
The model is built with quad elements, the parallel one is for 13 cores. I get the displacement of the top node:
openseesMP: node 1663 at the end of analysis, dof 2, -2.98228e-005
opensees: node 1663 at the end of analysis, dof 2, -0.0119858
During execution, no errors or warnings appear.
Can you help? I think the model is correct, why results are so different?
Finally, I attach the code for the parallel model. I used files named nNN and eNN containing nodes and elements respectively in every domain.
set pid [getPID]
set np [getNP]
model BasicBuilder -ndm 2 -ndf 2
# Material "muratura": matTag E v rho
nDMaterial ElasticIsotropic 2 +1.900000E+006 +4.900000E-001 +7.345000E-007
# Section "sezione": secTag E Fy H_iso H_kin
section Bidirectional 2 +1.900000E+006 6300 +5.000000E-002 +5.000000E-002
# TimeSeries "LinearDefault": tsTag cFactor
timeSeries Linear 1 -factor 1
# Node tag xCrd yCrd
if {$pid == 0} {
source n01
source e01
# vincoli
fix 1 1 1
fix 2 1 1
fix 3 1 1
fix 4 1 1
fix 5 1 1
fix 6 1 1
fix 7 1 1
fix 8 1 1
fix 9 1 1
} elseif {$pid == 1} {
source n02
source e02
#vincoli
fix 10 1 1
fix 11 1 1
fix 12 1 1
fix 13 1 1
fix 14 1 1
fix 15 1 1
fix 16 1 1
fix 17 1 1
fix 18 1 1
} elseif {$pid == 2} {
source n03
source e03
# vincoli
fix 18 1 1 # fix twice in domains?
fix 19 1 1
fix 20 1 1
fix 21 1 1
fix 22 1 1
fix 23 1 1
fix 24 1 1
fix 25 1 1
fix 26 1 1
} elseif {$pid == 3} {
source n04
source e04
# vincoli
fix 27 1 1
fix 28 1 1
fix 29 1 1
fix 30 1 1
fix 31 1 1
fix 32 1 1
fix 33 1 1
fix 34 1 1
fix 35 1 1
} elseif {$pid == 4} {
source n05
source e05
} elseif {$pid == 5} {
source n06
source e06
} elseif {$pid == 6} {
source n07
source e07
} elseif {$pid == 7} {
source n08
source e08
} elseif {$pid == 8} {
source n09
source e09
} elseif {$pid == 9} {
source n10
source e10
} elseif {$pid == 10} {
source n11
source e11
# carico
pattern Plain 1 1 {
# Load nodeTag LoadValues
load 1639 0 -10
load 1640 0 -10
load 1641 0 -10
load 1642 0 -10
load 1643 0 -10
load 1644 0 -10
load 1645 0 -10
load 1646 0 -10
load 1647 0 -10
load 1648 0 -10
load 1649 0 -10
load 1650 0 -10
load 1651 0 -10
load 1652 0 -10
load 1653 0 -10
load 1654 0 -10
load 1655 0 -5 # half load in domain?
}
} elseif {$pid == 11} {
source n12
source e12
# carico
pattern Plain 1 1 {
# Load nodeTag LoadValues
load 1655 0 -5 # half load in domain?
load 1656 0 -10
load 1657 0 -10
load 1658 0 -10
load 1659 0 -10
load 1660 0 -10
load 1661 0 -10
load 1662 0 -10
load 1663 0 -10
load 1664 0 -10
load 1665 0 -10
load 1666 0 -10
load 1667 0 -10
load 1668 0 -10
load 1669 0 -10
load 1670 0 -10
load 1671 0 -5
}
} elseif {$pid == 12} {
source n13
source e13
# carico
pattern Plain 1 1 {
# Load nodeTag LoadValues
load 1671 0 -5
load 1672 0 -10
load 1673 0 -10
load 1674 0 -10
load 1675 0 -10
load 1676 0 -10
load 1677 0 -10
load 1678 0 -10
load 1679 0 -10
load 1680 0 -10
load 1681 0 -10
load 1682 0 -10
load 1683 0 -10
load 1684 0 -10
load 1685 0 -10
load 1686 0 -10
load 1687 0 -10
}
}
# SPC tag Dx Dy
# Start of anaysis generation
# ===========================
# Get Initial Stiffness
# ---------------------
initialize
# Node Recorder "DefoShape": fileName <nodeTag> dof respType
#recorder Node -file StaticDefaultCase_Node_DefoShape_Dsp.$pid.out -time -nodeRange 1 1687 -dof 1 2 disp
#recorder Node -file StaticDefaultCase_Node_DefoShape_RFrc.$pid.out -time -nodeRange 1 35 -dof 1 2 reaction
#recorder Node -file StaticDefaultCase_Node_DefoShape_UFrc.$pid.out -time -nodeRange 1 1687 -dof 1 2 unbalance
if {$pid == 11} {
recorder Node -file nodo1663.$pid.out -time -node 1663 -dof 2 disp
}
# AnalysisOptn "StaticDefault": Type: Static
# ------------------------------------------
system Mumps
numberer ParallelPlain
# Constraint Handler
constraints Plain
# Convergence Test
test NormDispIncr 1.E-012 25 0 2
# Integrator
# integrator LoadControl $dLambda1 <$Jd $minLambda $maxLambda>
integrator LoadControl 1
# 1 0.1 0.1
# Solution Algorithm
algorithm Newton
# Analysis Type
analysis Static
# numeroIncr increment (minStep maxStep numIter)
analyze 10
#0.01
# Clean up
# --------
wipe
exit
Parallel analysis: wrong results?
Moderator: selimgunay
Re: Parallel analysis: wrong results?
can you send me the node and element files
fmckenna AT ce DOTTTTTT berkeley DOTTT edu
fmckenna AT ce DOTTTTTT berkeley DOTTT edu
-
- Posts: 46
- Joined: Sat Oct 08, 2011 6:28 am
SOLVED: Parallel analysis: wrong results?
It was a wrong section property in source files. Now it's all fine.
Sorry for the mistake and thank you for the patience.
Sorry for the mistake and thank you for the patience.
Re: Parallel analysis: wrong results?
johnnyontheweb wrote:
> Dr. McKenna,
> I ran the SAME model with OpenSees.exe and OpenSeesMP.exe and I got very different
> results, I cannot understand why. The only difference is that the file for OpenseesMP
> has:
>
> system Mumps
> numberer ParallelPlain
>
> and the one for opensees.exe has:
>
> system BandGeneral
> numberer RCM
>
> The model is built with quad elements, the parallel one is for 13 cores. I get the
> displacement of the top node:
> openseesMP: node 1663 at the end of analysis, dof 2, -2.98228e-005
> opensees: node 1663 at the end of analysis, dof 2, -0.0119858
> During execution, no errors or warnings appear.
> Can you help? I think the model is correct, why results are so different?
>
> Finally, I attach the code for the parallel model. I used files named nNN and eNN
> containing nodes and elements respectively in every domain.
>
> set pid [getPID]
> set np [getNP]
>
> model BasicBuilder -ndm 2 -ndf 2
>
> # Material "muratura": matTag E v
> rho
> nDMaterial ElasticIsotropic 2 +1.900000E+006 +4.900000E-001 +7.345000E-007
>
> # Section "sezione": secTag E Fy H_iso
> H_kin
> section Bidirectional 2 +1.900000E+006 6300 +5.000000E-002
> +5.000000E-002
>
> # TimeSeries "LinearDefault": tsTag cFactor
> timeSeries Linear 1 -factor 1
>
> # Node tag xCrd yCrd
> if {$pid == 0} {
> source n01
> source e01
> # vincoli
> fix 1 1 1
> fix 2 1 1
> fix 3 1 1
> fix 4 1 1
> fix 5 1 1
> fix 6 1 1
> fix 7 1 1
> fix 8 1 1
> fix 9 1 1
>
> } elseif {$pid == 1} {
> source n02
> source e02
> #vincoli
> fix 10 1 1
> fix 11 1 1
> fix 12 1 1
> fix 13 1 1
> fix 14 1 1
> fix 15 1 1
> fix 16 1 1
> fix 17 1 1
> fix 18 1 1
>
> } elseif {$pid == 2} {
> source n03
> source e03
> # vincoli
> fix 18 1 1 # fix twice in domains?
> fix 19 1 1
> fix 20 1 1
> fix 21 1 1
> fix 22 1 1
> fix 23 1 1
> fix 24 1 1
> fix 25 1 1
> fix 26 1 1
>
> } elseif {$pid == 3} {
> source n04
> source e04
> # vincoli
> fix 27 1 1
> fix 28 1 1
> fix 29 1 1
> fix 30 1 1
> fix 31 1 1
> fix 32 1 1
> fix 33 1 1
> fix 34 1 1
> fix 35 1 1
>
> } elseif {$pid == 4} {
> source n05
> source e05
> } elseif {$pid == 5} {
> source n06
> source e06
> } elseif {$pid == 6} {
> source n07
> source e07
> } elseif {$pid == 7} {
> source n08
> source e08
> } elseif {$pid == 8} {
> source n09
> source e09
> } elseif {$pid == 9} {
> source n10
> source e10
> } elseif {$pid == 10} {
> source n11
> source e11
> # carico
> pattern Plain 1 1 {
> # Load nodeTag LoadValues
> load 1639 0 -10
> load 1640 0 -10
> load 1641 0 -10
> load 1642 0 -10
> load 1643 0 -10
> load 1644 0 -10
> load 1645 0 -10
> load 1646 0 -10
> load 1647 0 -10
> load 1648 0 -10
> load 1649 0 -10
> load 1650 0 -10
> load 1651 0 -10
> load 1652 0 -10
> load 1653 0 -10
> load 1654 0 -10
> load 1655 0 -5 # half load in domain?
> }
>
>
> } elseif {$pid == 11} {
> source n12
> source e12
> # carico
> pattern Plain 1 1 {
> # Load nodeTag LoadValues
> load 1655 0 -5 # half load in domain?
> load 1656 0 -10
> load 1657 0 -10
> load 1658 0 -10
> load 1659 0 -10
> load 1660 0 -10
> load 1661 0 -10
> load 1662 0 -10
> load 1663 0 -10
> load 1664 0 -10
> load 1665 0 -10
> load 1666 0 -10
> load 1667 0 -10
> load 1668 0 -10
> load 1669 0 -10
> load 1670 0 -10
> load 1671 0 -5
> }
>
>
> } elseif {$pid == 12} {
> source n13
> source e13
> # carico
> pattern Plain 1 1 {
> # Load nodeTag LoadValues
> load 1671 0 -5
> load 1672 0 -10
> load 1673 0 -10
> load 1674 0 -10
> load 1675 0 -10
> load 1676 0 -10
> load 1677 0 -10
> load 1678 0 -10
> load 1679 0 -10
> load 1680 0 -10
> load 1681 0 -10
> load 1682 0 -10
> load 1683 0 -10
> load 1684 0 -10
> load 1685 0 -10
> load 1686 0 -10
> load 1687 0 -10
> }
>
>
> }
>
> # SPC tag Dx Dy
>
> # Start of anaysis generation
> # ===========================
>
> # Get Initial Stiffness
> # ---------------------
> initialize
>
> # Node Recorder "DefoShape": fileName <nodeTag> dof
> respType
> #recorder Node -file StaticDefaultCase_Node_DefoShape_Dsp.$pid.out -time
> -nodeRange 1 1687 -dof 1 2 disp
> #recorder Node -file StaticDefaultCase_Node_DefoShape_RFrc.$pid.out -time
> -nodeRange 1 35 -dof 1 2 reaction
> #recorder Node -file StaticDefaultCase_Node_DefoShape_UFrc.$pid.out -time
> -nodeRange 1 1687 -dof 1 2 unbalance
> if {$pid == 11} {
> recorder Node -file nodo1663.$pid.out -time -node 1663 -dof 2 disp
> }
>
> # AnalysisOptn "StaticDefault": Type: Static
> # ------------------------------------------
> system Mumps
> numberer ParallelPlain
> # Constraint Handler
> constraints Plain
> # Convergence Test
> test NormDispIncr 1.E-012 25 0 2
> # Integrator
> # integrator LoadControl $dLambda1 <$Jd $minLambda $maxLambda>
> integrator LoadControl 1
> # 1 0.1 0.1
> # Solution Algorithm
> algorithm Newton
> # Analysis Type
> analysis Static
>
> # numeroIncr increment (minStep maxStep numIter)
> analyze 10
> #0.01
>
> # Clean up
> # --------
> wipe
> exit
> johnnyontheweb wrote:
> Dr. McKenna,
> I ran the SAME model with OpenSees.exe and OpenSeesMP.exe and I got very different
> results, I cannot understand why. The only difference is that the file for OpenseesMP
> has:
>
> system Mumps
> numberer ParallelPlain
>
> and the one for opensees.exe has:
>
> system BandGeneral
> numberer RCM
>
> The model is built with quad elements, the parallel one is for 13 cores. I get the
> displacement of the top node:
> openseesMP: node 1663 at the end of analysis, dof 2, -2.98228e-005
> opensees: node 1663 at the end of analysis, dof 2, -0.0119858
> During execution, no errors or warnings appear.
> Can you help? I think the model is correct, why results are so different?
>
> Finally, I attach the code for the parallel model. I used files named nNN and eNN
> containing nodes and elements respectively in every domain.
>
> set pid [getPID]
> set np [getNP]
>
> model BasicBuilder -ndm 2 -ndf 2
>
> # Material "muratura": matTag E v
> rho
> nDMaterial ElasticIsotropic 2 +1.900000E+006 +4.900000E-001 +7.345000E-007
>
> # Section "sezione": secTag E Fy H_iso
> H_kin
> section Bidirectional 2 +1.900000E+006 6300 +5.000000E-002
> +5.000000E-002
>
> # TimeSeries "LinearDefault": tsTag cFactor
> timeSeries Linear 1 -factor 1
>
> # Node tag xCrd yCrd
> if {$pid == 0} {
> source n01
> source e01
> # vincoli
> fix 1 1 1
> fix 2 1 1
> fix 3 1 1
> fix 4 1 1
> fix 5 1 1
> fix 6 1 1
> fix 7 1 1
> fix 8 1 1
> fix 9 1 1
>
> } elseif {$pid == 1} {
> source n02
> source e02
> #vincoli
> fix 10 1 1
> fix 11 1 1
> fix 12 1 1
> fix 13 1 1
> fix 14 1 1
> fix 15 1 1
> fix 16 1 1
> fix 17 1 1
> fix 18 1 1
>
> } elseif {$pid == 2} {
> source n03
> source e03
> # vincoli
> fix 18 1 1 # fix twice in domains?
> fix 19 1 1
> fix 20 1 1
> fix 21 1 1
> fix 22 1 1
> fix 23 1 1
> fix 24 1 1
> fix 25 1 1
> fix 26 1 1
>
> } elseif {$pid == 3} {
> source n04
> source e04
> # vincoli
> fix 27 1 1
> fix 28 1 1
> fix 29 1 1
> fix 30 1 1
> fix 31 1 1
> fix 32 1 1
> fix 33 1 1
> fix 34 1 1
> fix 35 1 1
>
> } elseif {$pid == 4} {
> source n05
> source e05
> } elseif {$pid == 5} {
> source n06
> source e06
> } elseif {$pid == 6} {
> source n07
> source e07
> } elseif {$pid == 7} {
> source n08
> source e08
> } elseif {$pid == 8} {
> source n09
> source e09
> } elseif {$pid == 9} {
> source n10
> source e10
> } elseif {$pid == 10} {
> source n11
> source e11
> # carico
> pattern Plain 1 1 {
> # Load nodeTag LoadValues
> load 1639 0 -10
> load 1640 0 -10
> load 1641 0 -10
> load 1642 0 -10
> load 1643 0 -10
> load 1644 0 -10
> load 1645 0 -10
> load 1646 0 -10
> load 1647 0 -10
> load 1648 0 -10
> load 1649 0 -10
> load 1650 0 -10
> load 1651 0 -10
> load 1652 0 -10
> load 1653 0 -10
> load 1654 0 -10
> load 1655 0 -5 # half load in domain?
> }
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>
> } elseif {$pid == 11} {
> source n12
> source e12
> # carico
> pattern Plain 1 1 {
> # Load nodeTag LoadValues
> load 1655 0 -5 # half load in domain?
> load 1656 0 -10
> load 1657 0 -10
> load 1658 0 -10
> load 1659 0 -10
> load 1660 0 -10
> load 1661 0 -10
> load 1662 0 -10
> load 1663 0 -10
> load 1664 0 -10
> load 1665 0 -10
> load 1666 0 -10
> load 1667 0 -10
> load 1668 0 -10
> load 1669 0 -10
> load 1670 0 -10
> load 1671 0 -5
> }
>
>
> } elseif {$pid == 12} {
> source n13
> source e13
> # carico
> pattern Plain 1 1 {
> # Load nodeTag LoadValues
> load 1671 0 -5
> load 1672 0 -10
> load 1673 0 -10
> load 1674 0 -10
> load 1675 0 -10
> load 1676 0 -10
> load 1677 0 -10
> load 1678 0 -10
> load 1679 0 -10
> load 1680 0 -10
> load 1681 0 -10
> load 1682 0 -10
> load 1683 0 -10
> load 1684 0 -10
> load 1685 0 -10
> load 1686 0 -10
> load 1687 0 -10
> }
>
>
> }
>
> # SPC tag Dx Dy
>
> # Start of anaysis generation
> # ===========================
>
> # Get Initial Stiffness
> # ---------------------
> initialize
>
> # Node Recorder "DefoShape": fileName <nodeTag> dof
> respType
> #recorder Node -file StaticDefaultCase_Node_DefoShape_Dsp.$pid.out -time
> -nodeRange 1 1687 -dof 1 2 disp
> #recorder Node -file StaticDefaultCase_Node_DefoShape_RFrc.$pid.out -time
> -nodeRange 1 35 -dof 1 2 reaction
> #recorder Node -file StaticDefaultCase_Node_DefoShape_UFrc.$pid.out -time
> -nodeRange 1 1687 -dof 1 2 unbalance
> if {$pid == 11} {
> recorder Node -file nodo1663.$pid.out -time -node 1663 -dof 2 disp
> }
>
> # AnalysisOptn "StaticDefault": Type: Static
> # ------------------------------------------
> system Mumps
> numberer ParallelPlain
> # Constraint Handler
> constraints Plain
> # Convergence Test
> test NormDispIncr 1.E-012 25 0 2
> # Integrator
> # integrator LoadControl $dLambda1 <$Jd $minLambda $maxLambda>
> integrator LoadControl 1
> # 1 0.1 0.1
> # Solution Algorithm
> algorithm Newton
> # Analysis Type
> analysis Static
>
> # numeroIncr increment (minStep maxStep numIter)
> analyze 10
> #0.01
>
> # Clean up
> # --------
> wipe
> exit
Everything is fine now. That's great!! Thanks
> Dr. McKenna,
> I ran the SAME model with OpenSees.exe and OpenSeesMP.exe and I got very different
> results, I cannot understand why. The only difference is that the file for OpenseesMP
> has:
>
> system Mumps
> numberer ParallelPlain
>
> and the one for opensees.exe has:
>
> system BandGeneral
> numberer RCM
>
> The model is built with quad elements, the parallel one is for 13 cores. I get the
> displacement of the top node:
> openseesMP: node 1663 at the end of analysis, dof 2, -2.98228e-005
> opensees: node 1663 at the end of analysis, dof 2, -0.0119858
> During execution, no errors or warnings appear.
> Can you help? I think the model is correct, why results are so different?
>
> Finally, I attach the code for the parallel model. I used files named nNN and eNN
> containing nodes and elements respectively in every domain.
>
> set pid [getPID]
> set np [getNP]
>
> model BasicBuilder -ndm 2 -ndf 2
>
> # Material "muratura": matTag E v
> rho
> nDMaterial ElasticIsotropic 2 +1.900000E+006 +4.900000E-001 +7.345000E-007
>
> # Section "sezione": secTag E Fy H_iso
> H_kin
> section Bidirectional 2 +1.900000E+006 6300 +5.000000E-002
> +5.000000E-002
>
> # TimeSeries "LinearDefault": tsTag cFactor
> timeSeries Linear 1 -factor 1
>
> # Node tag xCrd yCrd
> if {$pid == 0} {
> source n01
> source e01
> # vincoli
> fix 1 1 1
> fix 2 1 1
> fix 3 1 1
> fix 4 1 1
> fix 5 1 1
> fix 6 1 1
> fix 7 1 1
> fix 8 1 1
> fix 9 1 1
>
> } elseif {$pid == 1} {
> source n02
> source e02
> #vincoli
> fix 10 1 1
> fix 11 1 1
> fix 12 1 1
> fix 13 1 1
> fix 14 1 1
> fix 15 1 1
> fix 16 1 1
> fix 17 1 1
> fix 18 1 1
>
> } elseif {$pid == 2} {
> source n03
> source e03
> # vincoli
> fix 18 1 1 # fix twice in domains?
> fix 19 1 1
> fix 20 1 1
> fix 21 1 1
> fix 22 1 1
> fix 23 1 1
> fix 24 1 1
> fix 25 1 1
> fix 26 1 1
>
> } elseif {$pid == 3} {
> source n04
> source e04
> # vincoli
> fix 27 1 1
> fix 28 1 1
> fix 29 1 1
> fix 30 1 1
> fix 31 1 1
> fix 32 1 1
> fix 33 1 1
> fix 34 1 1
> fix 35 1 1
>
> } elseif {$pid == 4} {
> source n05
> source e05
> } elseif {$pid == 5} {
> source n06
> source e06
> } elseif {$pid == 6} {
> source n07
> source e07
> } elseif {$pid == 7} {
> source n08
> source e08
> } elseif {$pid == 8} {
> source n09
> source e09
> } elseif {$pid == 9} {
> source n10
> source e10
> } elseif {$pid == 10} {
> source n11
> source e11
> # carico
> pattern Plain 1 1 {
> # Load nodeTag LoadValues
> load 1639 0 -10
> load 1640 0 -10
> load 1641 0 -10
> load 1642 0 -10
> load 1643 0 -10
> load 1644 0 -10
> load 1645 0 -10
> load 1646 0 -10
> load 1647 0 -10
> load 1648 0 -10
> load 1649 0 -10
> load 1650 0 -10
> load 1651 0 -10
> load 1652 0 -10
> load 1653 0 -10
> load 1654 0 -10
> load 1655 0 -5 # half load in domain?
> }
>
>
> } elseif {$pid == 11} {
> source n12
> source e12
> # carico
> pattern Plain 1 1 {
> # Load nodeTag LoadValues
> load 1655 0 -5 # half load in domain?
> load 1656 0 -10
> load 1657 0 -10
> load 1658 0 -10
> load 1659 0 -10
> load 1660 0 -10
> load 1661 0 -10
> load 1662 0 -10
> load 1663 0 -10
> load 1664 0 -10
> load 1665 0 -10
> load 1666 0 -10
> load 1667 0 -10
> load 1668 0 -10
> load 1669 0 -10
> load 1670 0 -10
> load 1671 0 -5
> }
>
>
> } elseif {$pid == 12} {
> source n13
> source e13
> # carico
> pattern Plain 1 1 {
> # Load nodeTag LoadValues
> load 1671 0 -5
> load 1672 0 -10
> load 1673 0 -10
> load 1674 0 -10
> load 1675 0 -10
> load 1676 0 -10
> load 1677 0 -10
> load 1678 0 -10
> load 1679 0 -10
> load 1680 0 -10
> load 1681 0 -10
> load 1682 0 -10
> load 1683 0 -10
> load 1684 0 -10
> load 1685 0 -10
> load 1686 0 -10
> load 1687 0 -10
> }
>
>
> }
>
> # SPC tag Dx Dy
>
> # Start of anaysis generation
> # ===========================
>
> # Get Initial Stiffness
> # ---------------------
> initialize
>
> # Node Recorder "DefoShape": fileName <nodeTag> dof
> respType
> #recorder Node -file StaticDefaultCase_Node_DefoShape_Dsp.$pid.out -time
> -nodeRange 1 1687 -dof 1 2 disp
> #recorder Node -file StaticDefaultCase_Node_DefoShape_RFrc.$pid.out -time
> -nodeRange 1 35 -dof 1 2 reaction
> #recorder Node -file StaticDefaultCase_Node_DefoShape_UFrc.$pid.out -time
> -nodeRange 1 1687 -dof 1 2 unbalance
> if {$pid == 11} {
> recorder Node -file nodo1663.$pid.out -time -node 1663 -dof 2 disp
> }
>
> # AnalysisOptn "StaticDefault": Type: Static
> # ------------------------------------------
> system Mumps
> numberer ParallelPlain
> # Constraint Handler
> constraints Plain
> # Convergence Test
> test NormDispIncr 1.E-012 25 0 2
> # Integrator
> # integrator LoadControl $dLambda1 <$Jd $minLambda $maxLambda>
> integrator LoadControl 1
> # 1 0.1 0.1
> # Solution Algorithm
> algorithm Newton
> # Analysis Type
> analysis Static
>
> # numeroIncr increment (minStep maxStep numIter)
> analyze 10
> #0.01
>
> # Clean up
> # --------
> wipe
> exit
> johnnyontheweb wrote:
> Dr. McKenna,
> I ran the SAME model with OpenSees.exe and OpenSeesMP.exe and I got very different
> results, I cannot understand why. The only difference is that the file for OpenseesMP
> has:
>
> system Mumps
> numberer ParallelPlain
>
> and the one for opensees.exe has:
>
> system BandGeneral
> numberer RCM
>
> The model is built with quad elements, the parallel one is for 13 cores. I get the
> displacement of the top node:
> openseesMP: node 1663 at the end of analysis, dof 2, -2.98228e-005
> opensees: node 1663 at the end of analysis, dof 2, -0.0119858
> During execution, no errors or warnings appear.
> Can you help? I think the model is correct, why results are so different?
>
> Finally, I attach the code for the parallel model. I used files named nNN and eNN
> containing nodes and elements respectively in every domain.
>
> set pid [getPID]
> set np [getNP]
>
> model BasicBuilder -ndm 2 -ndf 2
>
> # Material "muratura": matTag E v
> rho
> nDMaterial ElasticIsotropic 2 +1.900000E+006 +4.900000E-001 +7.345000E-007
>
> # Section "sezione": secTag E Fy H_iso
> H_kin
> section Bidirectional 2 +1.900000E+006 6300 +5.000000E-002
> +5.000000E-002
>
> # TimeSeries "LinearDefault": tsTag cFactor
> timeSeries Linear 1 -factor 1
>
> # Node tag xCrd yCrd
> if {$pid == 0} {
> source n01
> source e01
> # vincoli
> fix 1 1 1
> fix 2 1 1
> fix 3 1 1
> fix 4 1 1
> fix 5 1 1
> fix 6 1 1
> fix 7 1 1
> fix 8 1 1
> fix 9 1 1
>
> } elseif {$pid == 1} {
> source n02
> source e02
> #vincoli
> fix 10 1 1
> fix 11 1 1
> fix 12 1 1
> fix 13 1 1
> fix 14 1 1
> fix 15 1 1
> fix 16 1 1
> fix 17 1 1
> fix 18 1 1
>
> } elseif {$pid == 2} {
> source n03
> source e03
> # vincoli
> fix 18 1 1 # fix twice in domains?
> fix 19 1 1
> fix 20 1 1
> fix 21 1 1
> fix 22 1 1
> fix 23 1 1
> fix 24 1 1
> fix 25 1 1
> fix 26 1 1
>
> } elseif {$pid == 3} {
> source n04
> source e04
> # vincoli
> fix 27 1 1
> fix 28 1 1
> fix 29 1 1
> fix 30 1 1
> fix 31 1 1
> fix 32 1 1
> fix 33 1 1
> fix 34 1 1
> fix 35 1 1
>
> } elseif {$pid == 4} {
> source n05
> source e05
> } elseif {$pid == 5} {
> source n06
> source e06
> } elseif {$pid == 6} {
> source n07
> source e07
> } elseif {$pid == 7} {
> source n08
> source e08
> } elseif {$pid == 8} {
> source n09
> source e09
> } elseif {$pid == 9} {
> source n10
> source e10
> } elseif {$pid == 10} {
> source n11
> source e11
> # carico
> pattern Plain 1 1 {
> # Load nodeTag LoadValues
> load 1639 0 -10
> load 1640 0 -10
> load 1641 0 -10
> load 1642 0 -10
> load 1643 0 -10
> load 1644 0 -10
> load 1645 0 -10
> load 1646 0 -10
> load 1647 0 -10
> load 1648 0 -10
> load 1649 0 -10
> load 1650 0 -10
> load 1651 0 -10
> load 1652 0 -10
> load 1653 0 -10
> load 1654 0 -10
> load 1655 0 -5 # half load in domain?
> }
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>
> } elseif {$pid == 11} {
> source n12
> source e12
> # carico
> pattern Plain 1 1 {
> # Load nodeTag LoadValues
> load 1655 0 -5 # half load in domain?
> load 1656 0 -10
> load 1657 0 -10
> load 1658 0 -10
> load 1659 0 -10
> load 1660 0 -10
> load 1661 0 -10
> load 1662 0 -10
> load 1663 0 -10
> load 1664 0 -10
> load 1665 0 -10
> load 1666 0 -10
> load 1667 0 -10
> load 1668 0 -10
> load 1669 0 -10
> load 1670 0 -10
> load 1671 0 -5
> }
>
>
> } elseif {$pid == 12} {
> source n13
> source e13
> # carico
> pattern Plain 1 1 {
> # Load nodeTag LoadValues
> load 1671 0 -5
> load 1672 0 -10
> load 1673 0 -10
> load 1674 0 -10
> load 1675 0 -10
> load 1676 0 -10
> load 1677 0 -10
> load 1678 0 -10
> load 1679 0 -10
> load 1680 0 -10
> load 1681 0 -10
> load 1682 0 -10
> load 1683 0 -10
> load 1684 0 -10
> load 1685 0 -10
> load 1686 0 -10
> load 1687 0 -10
> }
>
>
> }
>
> # SPC tag Dx Dy
>
> # Start of anaysis generation
> # ===========================
>
> # Get Initial Stiffness
> # ---------------------
> initialize
>
> # Node Recorder "DefoShape": fileName <nodeTag> dof
> respType
> #recorder Node -file StaticDefaultCase_Node_DefoShape_Dsp.$pid.out -time
> -nodeRange 1 1687 -dof 1 2 disp
> #recorder Node -file StaticDefaultCase_Node_DefoShape_RFrc.$pid.out -time
> -nodeRange 1 35 -dof 1 2 reaction
> #recorder Node -file StaticDefaultCase_Node_DefoShape_UFrc.$pid.out -time
> -nodeRange 1 1687 -dof 1 2 unbalance
> if {$pid == 11} {
> recorder Node -file nodo1663.$pid.out -time -node 1663 -dof 2 disp
> }
>
> # AnalysisOptn "StaticDefault": Type: Static
> # ------------------------------------------
> system Mumps
> numberer ParallelPlain
> # Constraint Handler
> constraints Plain
> # Convergence Test
> test NormDispIncr 1.E-012 25 0 2
> # Integrator
> # integrator LoadControl $dLambda1 <$Jd $minLambda $maxLambda>
> integrator LoadControl 1
> # 1 0.1 0.1
> # Solution Algorithm
> algorithm Newton
> # Analysis Type
> analysis Static
>
> # numeroIncr increment (minStep maxStep numIter)
> analyze 10
> #0.01
>
> # Clean up
> # --------
> wipe
> exit
Everything is fine now. That's great!! Thanks