post earthquake fire modeling in opensees

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Saeedkazemi
Posts: 3
Joined: Wed Feb 25, 2015 6:42 pm
Location: KHARAZMI IRAN

post earthquake fire modeling in opensees

Post by Saeedkazemi »

hi , i want to model steel structures under post earthquake fire using time history analysis + thermal analysis with eachother
i want to now is opensees able to model it?
thank you
fmk
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Re: post earthquake fire modeling in opensees

Post by fmk »

yes.
Saeedkazemi
Posts: 3
Joined: Wed Feb 25, 2015 6:42 pm
Location: KHARAZMI IRAN

Re: post earthquake fire modeling in opensees

Post by Saeedkazemi »

hello
i downloaded Pushover and Dynamic Analyses of 2-Story Moment Frame with Panel Zones and RBS opensees file but when i run the program for time history analysis after 10 iteration
i see:

Starting OpenSees..

Modified Ibarra-Medina-Krawinkler Model with Bilinear Hysteretic Response

T1 = 0.8057694423072154 s
T2 = 0.18402956002142892 s
Model Built
Running dynamic analysis...
WARNING: CTestNormDispIncr::test() - failed to converge
after: 10 iterations
NewtnRaphson::solveCurrentStep() -the ConvergenceTest object failed in test()
DirectIntegrationAnalysis::analyze() - the Algorithm failed at time 5.574
OpenSees > analyze failed, returned: -3 error flag
Dynamic analysis did not converge
The current time is: 5.573000
please tell me what is the problem?
thanks alot
fmk
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Posts: 5884
Joined: Fri Jun 11, 2004 2:33 pm
Location: UC Berkeley
Contact:

Re: post earthquake fire modeling in opensees

Post by fmk »

probably the Bilin model .. it keeps changing and there is nobody to update the scripts that once worked .. try a different material.
Saeedkazemi
Posts: 3
Joined: Wed Feb 25, 2015 6:42 pm
Location: KHARAZMI IRAN

Re: post earthquake fire modeling in opensees

Post by Saeedkazemi »

hi
I have modeled a steel structure to analyze fire after earthquake, Immediately after the earthquake and at the begining of thermal analysis have a sharp jump in outputs (eg the drift of 9th floor suddenly at the end of seismic analysis and at the begining of thermal analysis, increases from 5% to 9% )???????

Second, after the thermal load was applied, when the first member under thermal load collapses, we have a huge shift in outputs For example, if the roof at the time of the collapse of the first element has 50 cm displacement, suddenly In about 5 seconds primary since the collapse will has The displacement of about 150 to 250 cm, i want to know whether this shift is normal or not? Is modeling problem?
thanks a lot
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