equalDOF in 3D models
Moderators: silvia, selimgunay, Moderators
equalDOF in 3D models
Hi
I wanted to ask about any probable problem using equalDOF for modeling pinned connection (beams or braces) in 3D modeling. I asked it because I was trying to run a simple 3D modeling. I was successful when the connections were all rigid, but while adding braces and using "equalDOF 1 21 1 2 3'' (for example) I got this message:
WARNING BandGenLinLapackSolver::solve() -LAPACK routine returned 26
WARNING NewtonRaphson::solveCurrentStep() -the LinearSysOfEqn failed in solve()
DirectIntegrationAnalysis::analyze() - the Algorithm failed at time 0.02
OpenSees > analyze failed, returned: -3 error flag
-3
I will be thankful if you can help me.
I wanted to ask about any probable problem using equalDOF for modeling pinned connection (beams or braces) in 3D modeling. I asked it because I was trying to run a simple 3D modeling. I was successful when the connections were all rigid, but while adding braces and using "equalDOF 1 21 1 2 3'' (for example) I got this message:
WARNING BandGenLinLapackSolver::solve() -LAPACK routine returned 26
WARNING NewtonRaphson::solveCurrentStep() -the LinearSysOfEqn failed in solve()
DirectIntegrationAnalysis::analyze() - the Algorithm failed at time 0.02
OpenSees > analyze failed, returned: -3 error flag
-3
I will be thankful if you can help me.
Re: equalDOF in 3D models
equalDOF command is the right one for defining pins. You probably made a mistake while defining pins, so the solver can not find a solution.
I would suggest you to have torsional degree of freedom constrained along with the translations for each pin.
I would suggest you to have torsional degree of freedom constrained along with the translations for each pin.
Re: equalDOF in 3D models
Dear Vesna;
In another approach I tried using zerolengh element for rotational DOFs. But now I have another problem analyzing my 3D model. I got the message:
''Ran out of memory for A size''
I wanted to ask if there is any limit for the number of elements or others in Opensees. It should be said that I have a 10 story building with 5 spans in each direction which 3 of them are braced.
Thank you in advance.
In another approach I tried using zerolengh element for rotational DOFs. But now I have another problem analyzing my 3D model. I got the message:
''Ran out of memory for A size''
I wanted to ask if there is any limit for the number of elements or others in Opensees. It should be said that I have a 10 story building with 5 spans in each direction which 3 of them are braced.
Thank you in advance.
Re: equalDOF in 3D models
Make sure that if you are using fiber elements you do not have too many fibers. Also use sparse solver to solve system of equations (UmfPack or SparseSYM).
Re: equalDOF in 3D models
Hello vesna and fh
I have a same problem with equalDOF in 3D models. I develop tow nodes with identical cordinate and use "equalDOF 313 31301 1 2 3 4 5 6" for these, but OpenSees give me different displacement in output along with many warning during run.
I have a same problem with equalDOF in 3D models. I develop tow nodes with identical cordinate and use "equalDOF 313 31301 1 2 3 4 5 6" for these, but OpenSees give me different displacement in output along with many warning during run.
Re: equalDOF in 3D models
I have a same problem with modeling pins in two horizontal direction in 3D moment frame. If I use equalDOF to connect pins, two nodes are isolated. If I use zerolength element, it ran out of memory. I already tried UmfPack and SparesSYM. They don't work neither.
Hope that we can have a positive solution in this post. Thank you guys.
Hope that we can have a positive solution in this post. Thank you guys.