Search found 23 matches

by Farid
Mon Aug 08, 2022 7:47 am
Forum: OpenSees.exe Users
Topic: Why did OPENSEES crash when I exported the M K matrix?
Replies: 5
Views: 9634

Re: Why did OPENSEES crash when I exported the M K matrix?

Were you able to resolve this issue?
by Farid
Fri Jun 03, 2022 8:39 am
Forum: OpenSees.exe Users
Topic: Modal Mass Participation ratio
Replies: 3
Views: 3604

Re: Modal Mass Participation ratio

Hi Selim

I have extracted mass matrix and mode shapes. How can I find the equation number corresponding to nodes' DOFs of mode shapes? Please advise.
by Farid
Fri Mar 04, 2022 6:08 pm
Forum: OpenSees.exe Users
Topic: Extract Mass Matrix
Replies: 3
Views: 3379

Re: Extract Mass Matrix

Did you find any solution to get more digits?
by Farid
Thu Apr 23, 2020 7:41 pm
Forum: OpenSees.exe Users
Topic: High frequency noise
Replies: 9
Views: 7130

Re: High frequency noise

Record displacement/velocity and numerically differentiate to get the acceleration.
by Farid
Sun Mar 01, 2020 9:39 pm
Forum: OpenSees.exe Users
Topic: High frequency noise
Replies: 9
Views: 7130

Re: High frequency noise

Thanks.
by Farid
Fri Feb 28, 2020 12:21 pm
Forum: OpenSees.exe Users
Topic: High frequency noise
Replies: 9
Views: 7130

Re: High frequency noise

Could you please tell me which parameters I should play in the Generalized Alpha method?
by Farid
Fri Feb 28, 2020 12:09 pm
Forum: OpenSees.exe Users
Topic: High frequency noise
Replies: 9
Views: 7130

Re: High frequency noise

I have already tried other integrators with numerical damping, but no success. I will try again. Thanks.
by Farid
Fri Feb 28, 2020 9:50 am
Forum: OpenSees.exe Users
Topic: High frequency noise
Replies: 9
Views: 7130

Re: High frequency noise

Hello Selim, Recorded displacement looks smooth (although has a small level Nyquist rate high frequency). I agree with you that the impact load could have excited all modes (while I believe they should appear as low frequencies noise due to aliasing issue, not at Nyquist rate), but I expect to see t...
by Farid
Wed Feb 26, 2020 11:55 am
Forum: OpenSees.exe Users
Topic: High frequency noise
Replies: 9
Views: 7130

High frequency noise

I have a bridge model with a linear-elastic composite deck in which the girder and slab are connected by two-node links. When I apply dynamic force on some nodes (representing moving vehicle), I get some very dominant high frequencies (at Nyquist frequency) in the recorded acceleration. However, dou...
by Farid
Fri Jul 27, 2018 11:07 am
Forum: OpenSees.exe Users
Topic: Fiber section
Replies: 1
Views: 2026

Fiber section

Hello, I have to construct a line of fibers along a circular arc whose center is not matched to the section's center. Using $yCenter and $zCenter there is no problem. My question is about the start and end angles. Are they defined always with respect to the local y-axis (transferred y-axis of course...
by Farid
Mon Dec 11, 2017 3:20 pm
Forum: OpenSees.exe Users
Topic: OpenSees 2.5
Replies: 2
Views: 3628

Re: OpenSees 2.5

Hello Frank,

Does modalDamping work with domain decomposition?
by Farid
Fri Dec 08, 2017 5:36 pm
Forum: OpenSees.exe Users
Topic: Cusp is so slow?
Replies: 4
Views: 4471

Re: Cusp is so slow?

Thank you!
by Farid
Wed Dec 06, 2017 2:28 pm
Forum: OpenSees.exe Users
Topic: Cusp is so slow?
Replies: 4
Views: 4471

Re: Cusp is so slow?

Hello Frank,

My graphic card is also CUDA enabled (NVIDIA Quadro P2000), and I had same problem. You mentioned people who incorporated cusp solver into Opensees are using GEforce and Tesla not Quadro. Could you please provide me with a link to read about this statement.

Thank you.
by Farid
Thu May 18, 2017 12:33 pm
Forum: Parallel Processing
Topic: OpenSeesSP freezes
Replies: 10
Views: 19782

Re: OpenSeesSP freezes

OK. Thanks.
by Farid
Mon May 01, 2017 2:01 pm
Forum: Parallel Processing
Topic: OpenSeesSP freezes
Replies: 10
Views: 19782

Re: OpenSeesSP freezes

Hi I am running a model in which I first do a static and then a transient analysis. I use OpensessSP with Mumps solver. I declared "system mumps" only once for the static analysis, but I get same error like you got first time. I get error when np>1, while it works well for np=1. How did you solve th...