Search found 8 matches

by ffilippi
Fri Jun 12, 2020 9:33 am
Forum: OpenSees.exe Users
Topic: Older release
Replies: 1
Views: 2068

Older release

The new release broke all my models containing fibers.
Please someone tell me where I can find release 3.0.0.

Thanks
by ffilippi
Mon Mar 11, 2019 3:56 pm
Forum: OpenSees.exe Users
Topic: Extract Mass Matrix
Replies: 3
Views: 3898

Re: Extract Mass Matrix

In addition to this printA only seems to print 6 significant digits. Any way to get more significant digits with printA?
by ffilippi
Tue Oct 30, 2018 9:39 am
Forum: OpenSees.exe Users
Topic: Rigid diaphragm master node questions
Replies: 2
Views: 2231

Re: Rigid diaphragm master node questions

selimgunay wrote:
> A virtual node would be useful if you lump all the masses to a node at the
> center of mass. If you assign masses to individual nodes, you don't need
> the extra virtual node.

Thank you very much for your reply.
by ffilippi
Sat Oct 27, 2018 4:27 pm
Forum: OpenSees.exe Users
Topic: Rigid diaphragm master node questions
Replies: 2
Views: 2231

Rigid diaphragm master node questions

I noticed that instead of creating an additional node to act as the master node for a rigid diaphragm, using one of the diaphragm constrained nodes as the master node does not influence the results (modal analysis). Are there any dangers with this? Is there any reason why creating a "virtual&qu...
by ffilippi
Sun Jul 08, 2018 4:32 pm
Forum: OpenSees.exe Users
Topic: Global Mass and Stiffness Matrices?
Replies: 5
Views: 4786

Re: Global Mass and Stiffness Matrices?

Thank you for your reply. This is what I currently do; however the central difference gives warnings: "WARNING: CentralDifference::domainChanged() - assuming Ut-1 = Ut WARNING FullGenLinLapackSolver::solve() - lapack solver failed - 2 returned WARNING NewtonRaphson::solveCurrentStep() -the Line...
by ffilippi
Fri Jun 29, 2018 5:00 pm
Forum: OpenSees.exe Users
Topic: Global Mass and Stiffness Matrices?
Replies: 5
Views: 4786

Global Mass and Stiffness Matrices?

Hi everybody, I was wondering is there a simple way to get the global mass-M and stiffness-K matrices that the "eigen" command uses (http://opensees.berkeley.edu/wiki/index.php/Eigen_Command). I saw you can get some kind of K and M from running a one-step analysis and using "printA&qu...
by ffilippi
Tue Jun 19, 2018 2:10 pm
Forum: OpenSees.exe Users
Topic: Modeshape Plots not Responding
Replies: 2
Views: 3014

Re: Modeshape Plots not Responding

Thank you for your reply. This is my current plan.
by ffilippi
Mon Jun 18, 2018 10:42 am
Forum: OpenSees.exe Users
Topic: Modeshape Plots not Responding
Replies: 2
Views: 3014

Modeshape Plots not Responding

Hi I'm new to OpenSees, just installed the software, I hope I'm posting this to the right place. I am going through some of the examples. I try to run this one: http://opensees.berkeley.edu/wiki/index.php/Eigen_analysis_of_a_two-storey_one-bay_frame but I get my modeshape plot windows not responding...