OpenSees Challenge 2011

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

Moderators: silvia, selimgunay, Moderators

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GIRGISFATHY
Posts: 1
Joined: Sat Jul 26, 2014 5:32 am

Re: OpenSees Challenge 2011

Post by GIRGISFATHY » Sat Jul 26, 2014 5:47 am

gooood program

hoki
Posts: 1
Joined: Fri Oct 03, 2014 10:17 pm

Re: OpenSees Challenge 2011

Post by hoki » Fri Oct 03, 2014 10:21 pm

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tarskywalker
Posts: 1
Joined: Sun Oct 05, 2014 7:02 pm
Contact:

Re: OpenSees Challenge 2011

Post by tarskywalker » Sun Oct 05, 2014 7:06 pm

Thanks. so much

truegrift
Posts: 1
Joined: Fri Feb 13, 2015 7:04 am

something wrong with my model please help

Post by truegrift » Fri Feb 13, 2015 7:36 am

wipe
puts "system"
model basic -ndm 2 -ndf 3
node 1 0 0 0
node 2 0 30 0
node 3 20 30 0
node 4 20 0 0
node 5 10 30 0
puts "rigidDiaphragm"
puts "mass"
mass 1 117612 117612 117612
mass 4 117612 117612 117612
mass 2 169884 169884 169884
mass 3 169884 169884 169884
mass 5 52272 52272 52272
puts "node"
fix 1 1 1 1
fix 4 1 1 1
puts "material"
uniaxialMaterial Steel01 1 400000 206000000 0.01
uniaxialMaterial Concrete01 2 -54180 -0.0037 -22240 -0.0013
uniaxialMaterial Concrete01 3 -46500 -0.002 -37200 -0.004
uniaxialMaterial Steel02 4 306.87e3 206e6 0.01 15 0.9 0.15 0.2 4.5 0.2 4.5
section Fiber 1 {
#core fiber
patch rect 1 8 1 -8 -8 8 8
#cover fiber
patch rect 2 6 1 -9 -9 9 -8
patch rect 2 6 1 -9 8 9 9
patch rect 2 2 1 8 -8 9 8
patch rect 2 6 1 -9 -8 -8 8
#reinforcing fiber
layer straight 1 3 4.9087e-4 0.8 0.8 -0.8 0.8
layer straight 1 2 4.9087e-4 0.8 0 -0.8 0
layer straight 1 3 4.9087e-4 -0.8 0.8 -0.8 -0.8
}
geomTransf Linear 1
geomTransf Linear 2
element nonlinearBeamColumn 1 1 2 3 1 1
element nonlinearBeamColumn 2 4 3 3 1 1
element nonlinearBeamColumn 5 2 5 3 1 2
element nonlinearBeamColumn 6 5 3 3 1 2
element truss 3 1 5 4 4
element truss 4 4 5 4 4
puts "recorder"
recorder Node -file node2disp.out -time -node 2 -dof 1 2 3 disp
recorder Node -file node3disp.out -time -node 3 -dof 1 2 3 disp
recorder Element -file localForce.out -time -eleRange 1 6 localForce
## Load Case = DEAD
pattern Plain 1 Linear {
load 5 200 0 0
}
puts "analysis"
constraints Plain
numberer Plain
system BandGeneral
test EnergyIncr 1.0e-6 200
algorithm Newton
integrator LoadControl 0.1
analysis Static
analyze 10
loadConst -time 0.0

set xDamp 0.05;
set nEigenI 1;
set nEigenJ 2;
set lambdaN [eigen [expr $nEigenJ]];
set lambdaI [lindex $lambdaN [expr $nEigenI-1]];
set lambdaJ [lindex $lambdaN [expr $nEigenJ-1]];
set omegaI [expr pow($lambdaI,0.5)];
set omegaJ [expr pow($lambdaJ,0.5)];
set alphaM [expr $xDamp*(2*$omegaI*$omegaJ)/($omegaI+$omegaJ)];
set betaKcurr [expr 2.*$xDamp/($omegaI+$omegaJ)];
rayleigh $alphaM $betaKcurr 0 0

set IDloadTag 1001;
set iGMfile "GM1X.txt";
set iGMdirection "1";
set iGMfact "0.6072";
set dt 0.02;
foreach GMdirection $iGMdirection GMfile $iGMfile GMfact $iGMfact {
incr IDloadTag;
set GMfatt [expr 1*$GMfact];
set AccelSeries "Series -dt $dt -filePath $iGMfile -factor $GMfatt";
pattern UniformExcitation $IDloadTag $GMdirection -accel $AccelSeries;
}

constraints Transformation;
numberer Plain;
system UmfPack;
test NormDispIncr 1.0e-1 1000;
algorithm Newton
integrator Newmark 0.5 0.25
analysis Transient
analyze 3000 0.005

tahere
Posts: 10
Joined: Fri Jan 30, 2015 10:04 pm

Re: OpenSees Challenge 2011

Post by tahere » Sun Mar 01, 2015 12:38 am

Hi there
How do I attach a picture in a message?
Thank you

kingwz
Posts: 2
Joined: Fri Mar 27, 2015 5:13 am

Re: OpenSees Challenge 2011

Post by kingwz » Fri Mar 27, 2015 5:17 am

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stevenwatson
Posts: 2
Joined: Wed Aug 05, 2015 3:14 am
Contact:

Re: OpenSees Challenge 2011

Post by stevenwatson » Wed Aug 05, 2015 3:16 am

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dakekiouy
Posts: 7
Joined: Wed Sep 16, 2015 3:56 am

Re: OpenSees Challenge 2011

Post by dakekiouy » Tue Nov 03, 2015 7:59 am

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dakekiouy
Posts: 7
Joined: Wed Sep 16, 2015 3:56 am

Re: OpenSees Challenge 2011

Post by dakekiouy » Thu Nov 05, 2015 3:55 am

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dakekiouy
Posts: 7
Joined: Wed Sep 16, 2015 3:56 am

Re: OpenSees Challenge 2011

Post by dakekiouy » Fri Nov 06, 2015 8:41 am

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ukaims
Posts: 1
Joined: Thu Nov 26, 2015 11:03 am

Re: OpenSees Challenge 2011

Post by ukaims » Thu Nov 26, 2015 11:27 am

Great to know. But I would further like to inquire about it.
Ukaims
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egovtjobs
Posts: 1
Joined: Sun Dec 27, 2015 7:24 pm

Re: OpenSees Challenge 2011

Post by egovtjobs » Tue Dec 29, 2015 11:54 pm

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igovtjobs
Posts: 1
Joined: Mon Jan 25, 2016 10:43 pm
Contact:

Re: OpenSees Challenge 2011

Post by igovtjobs » Mon Jan 25, 2016 10:46 pm

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XIEWENBO
Posts: 13
Joined: Thu Dec 10, 2015 4:36 am
Location: lanzhou university

Re:Underground structures

Post by XIEWENBO » Mon Mar 07, 2016 11:00 pm

hello Who did the underground structure dynamic nonlinear analysis
This is my analysis modeling process,

1.Soil - structure interaction model is established
2.The analysis of elastic and plastic of site soil

3.The gravimetric analysis of underground structure
4.The dynamic analysis of soil-structure

Could you tell me the process correctly or not

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