ProfileSPD

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

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kavir
Posts: 65
Joined: Thu Dec 19, 2013 6:47 am
Location: ghayen - Iran

ProfileSPD

Post by kavir » Fri Sep 14, 2018 1:11 am

Hello
I make a portal frame with concentrate plastic hinge and also I use a rotational fraction damper in it. when I run the model for eigen Analysis follow comments appear :

Modified Ibarra-Medina-Krawinkler Model with Bilinear Hysteretic Response
ProfileSPDLinDirectSolver::solve() - aii < minDiagTol (i, aii): (14, 3.97904e-013)
ProfileSPDLinDirectSolver::solve() - aii < 0 (i, aii): (18, 0)
ProfileSPDLinDirectSolver::solve() - aii < 0 (i, aii): (18, 0)
ProfileSPDLinDirectSolver::solve() - aii < 0 (i, aii): (18, 0)
ProfileSPDLinDirectSolver::solve() - aii < 0 (i, aii): (18, 0)
T1 = 2.1093169264622746 s
T2 = 2.1093169264622746 s

Are these comments "Error"?
Can anyone explain these comments for me?

smrithi
Posts: 4
Joined: Mon Aug 27, 2018 3:20 pm
Location: Iowa State University

Re: ProfileSPD

Post by smrithi » Fri Apr 26, 2019 7:42 am

Hello kavir,

Were you able to figure out the solution to this?. I am also facing the same problem with my model when using the Modified Ibarra-Medina-Krawinkler Model with Bilinear Hysteretic Response. Could you give me some insight into what the error might be.

Thanks

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