fiber section ERROR
Moderators: silvia, selimgunay, Moderators
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- Posts: 35
- Joined: Fri Mar 20, 2009 6:46 am
- Location: iem
fiber section ERROR
i have another new question:why i got the error such as
ERROR: 2.69113 5.39563
ERROR: 1.8472 4.63419
ERROR: 0.918322 3.79611
ERROR: -0.0226376 2.94712
ERROR: -0.967618 2.09451
ERROR: -1.91442 1.24024
ERROR: -2.86221 0.385095
when i use some fiber sections?But there is no error when i use other similar fiber sections.
thank you very much!
ERROR: 2.69113 5.39563
ERROR: 1.8472 4.63419
ERROR: 0.918322 3.79611
ERROR: -0.0226376 2.94712
ERROR: -0.967618 2.09451
ERROR: -1.91442 1.24024
ERROR: -2.86221 0.385095
when i use some fiber sections?But there is no error when i use other similar fiber sections.
thank you very much!
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- Posts: 35
- Joined: Fri Mar 20, 2009 6:46 am
- Location: iem
input file
Hi,
please paste your input file. No one can help you, if you don't define the problem. Those errors could be anything...
please paste your input file. No one can help you, if you don't define the problem. Those errors could be anything...
Zlatko Vidrih
Institute of Structural Engineering, earthquake Engineering and Construction IT
Faculty of Civil and Geodetic Engineering
University of Ljubljana, Slovenia
Institute of Structural Engineering, earthquake Engineering and Construction IT
Faculty of Civil and Geodetic Engineering
University of Ljubljana, Slovenia
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- Posts: 35
- Joined: Fri Mar 20, 2009 6:46 am
- Location: iem
Dear everyone,
I tested my fiber section,it still had error.This is my file:
wipe;
model basic -ndm 3 -ndf 6;
logFile errorFile
node 1 0 0 0
node 2 0 0 100
fix 1 1 1 1 1 1 1
set GJ 1.0e20;
uniaxialMaterial Elastic 100 $GJ;
uniaxialMaterial Concrete04 1 -2.68e+7 -0.002 -0.004 3.25e10 2.39e+6 0.0001 0.1
uniaxialMaterial Concrete04 10 -3.08e+7 -0.0035 -0.01 3.25e10 2.39e+6 0.0001 0.1
uniaxialMaterial Concrete04 11 -2.81e+7 -0.0025 -0.01 3.25e10 2.39e+6 0.0001 0.1
uniaxialMaterial Steel01 17 2.35e+8 2.1e+11 0.01
geomTransf Linear 5 1 0 0;
section Fiber 101 {;
#the cover
patch quad 1 7 1 -3.35 -6 3.35 -6 3.29 -5.94 -3.29 -5.94
patch quad 1 17 1 3.35 -6 3.35 6 3.29 5.94 3.29 -5.94
patch quad 1 7 1 3.35 6 -3.35 -6 -3.29 5.94 3.29 5.94
patch quad 1 17 1 -3.35 6 -3.35 -6 -3.29 -5.94 -3.29 5.94
#the core
patch quad 11 2 2 -0.92 3.94 0.92 3.94 0.92 5.94 -0.92 5.94
patch quad 11 2 2 -0.92 -5.94 0.92 -5.94 0.92 -3.94 -0.92 -3.94
patch quad 10 3 17 -3.29 -5.94 -0.92 -5.94 -0.92 5.94 -3.29 5.94
patch quad 10 3 17 0.92 -5.94 3.29 -5.94 3.29 5.94 0.92 5.94
#the steel
layer straight 17 93 0.000201 3.29 5.74 3.29 -5.74
layer straight 17 93 0.000201 -3.29 5.74 -3.29 -5.74
layer straight 17 51 0.001232 3.29 5.94 -3.29 5.94
layer straight 17 51 0.001232 3.29 -5.94 -3.29 -5.94
layer straight 17 81 0.000201 -2.6 5.25 -2.6 -5.25
layer straight 17 81 0.000201 2.6 5.25 2.6 -5.25
layer straight 17 37 0.000201 -2.6 5.25 2.6 5.25
layer straight 17 37 0.000201 -2.6 -5.25 2.6 -5.25
layer straight 17 79 0.000201 -0.92 5.12 -0.92 -5.12
layer straight 17 79 0.000201 0.92 5.12 0.92 -5.12
layer straight 17 35 0.000402 -2.49 -3.94 2.49 -3.94
layer straight 17 35 0.000402 -2.49 3.94 2.49 3.94
};
section Aggregator 1101 100 T -section 101;
element nonlinearBeamColumn 1 1 2 5 1101 5 -mass 83029.23;
set lambda [eigen 1]
set omega [expr pow($lambda,0.5)]
set Tperiod [expr 2*3.14/$omega]
puts $Tperiod
The result is:
ERROR: 2.68708 5.38914
ERROR: 1.84445 4.62772
ERROR: 0.916945 3.78962
ERROR: -0.022607 2.94063
ERROR: -0.966171 2.08801
ERROR: -1.91156 1.23374
ERROR: -2.85792 0.378593
5.806326082185498
Please help me.Thank you!
PS:I found that the period T is affected so much by the divid number of fiber section.I donot understand the reason.
I tested my fiber section,it still had error.This is my file:
wipe;
model basic -ndm 3 -ndf 6;
logFile errorFile
node 1 0 0 0
node 2 0 0 100
fix 1 1 1 1 1 1 1
set GJ 1.0e20;
uniaxialMaterial Elastic 100 $GJ;
uniaxialMaterial Concrete04 1 -2.68e+7 -0.002 -0.004 3.25e10 2.39e+6 0.0001 0.1
uniaxialMaterial Concrete04 10 -3.08e+7 -0.0035 -0.01 3.25e10 2.39e+6 0.0001 0.1
uniaxialMaterial Concrete04 11 -2.81e+7 -0.0025 -0.01 3.25e10 2.39e+6 0.0001 0.1
uniaxialMaterial Steel01 17 2.35e+8 2.1e+11 0.01
geomTransf Linear 5 1 0 0;
section Fiber 101 {;
#the cover
patch quad 1 7 1 -3.35 -6 3.35 -6 3.29 -5.94 -3.29 -5.94
patch quad 1 17 1 3.35 -6 3.35 6 3.29 5.94 3.29 -5.94
patch quad 1 7 1 3.35 6 -3.35 -6 -3.29 5.94 3.29 5.94
patch quad 1 17 1 -3.35 6 -3.35 -6 -3.29 -5.94 -3.29 5.94
#the core
patch quad 11 2 2 -0.92 3.94 0.92 3.94 0.92 5.94 -0.92 5.94
patch quad 11 2 2 -0.92 -5.94 0.92 -5.94 0.92 -3.94 -0.92 -3.94
patch quad 10 3 17 -3.29 -5.94 -0.92 -5.94 -0.92 5.94 -3.29 5.94
patch quad 10 3 17 0.92 -5.94 3.29 -5.94 3.29 5.94 0.92 5.94
#the steel
layer straight 17 93 0.000201 3.29 5.74 3.29 -5.74
layer straight 17 93 0.000201 -3.29 5.74 -3.29 -5.74
layer straight 17 51 0.001232 3.29 5.94 -3.29 5.94
layer straight 17 51 0.001232 3.29 -5.94 -3.29 -5.94
layer straight 17 81 0.000201 -2.6 5.25 -2.6 -5.25
layer straight 17 81 0.000201 2.6 5.25 2.6 -5.25
layer straight 17 37 0.000201 -2.6 5.25 2.6 5.25
layer straight 17 37 0.000201 -2.6 -5.25 2.6 -5.25
layer straight 17 79 0.000201 -0.92 5.12 -0.92 -5.12
layer straight 17 79 0.000201 0.92 5.12 0.92 -5.12
layer straight 17 35 0.000402 -2.49 -3.94 2.49 -3.94
layer straight 17 35 0.000402 -2.49 3.94 2.49 3.94
};
section Aggregator 1101 100 T -section 101;
element nonlinearBeamColumn 1 1 2 5 1101 5 -mass 83029.23;
set lambda [eigen 1]
set omega [expr pow($lambda,0.5)]
set Tperiod [expr 2*3.14/$omega]
puts $Tperiod
The result is:
ERROR: 2.68708 5.38914
ERROR: 1.84445 4.62772
ERROR: 0.916945 3.78962
ERROR: -0.022607 2.94063
ERROR: -0.966171 2.08801
ERROR: -1.91156 1.23374
ERROR: -2.85792 0.378593
5.806326082185498
Please help me.Thank you!
PS:I found that the period T is affected so much by the divid number of fiber section.I donot understand the reason.
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- Posts: 35
- Joined: Fri Mar 20, 2009 6:46 am
- Location: iem