The new release broke all my models containing fibers.
Please someone tell me where I can find release 3.0.0.
Thanks
Search found 8 matches
- Fri Jun 12, 2020 9:33 am
- Forum: OpenSees.exe Users
- Topic: Older release
- Replies: 1
- Views: 2068
- 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?
- 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.
> 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.
- 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...
- 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...
- 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...
- 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.
- 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...