Search found 24 matches

by baikunthasilwal
Tue Oct 04, 2016 11:19 am
Forum: OpenSees.exe Users
Topic: Source Code of OpenSees that can run in Linux System
Replies: 2
Views: 819

Re: Source Code of OpenSees that can run in Linux System

Dear Dr. Frank,

Thank you for sending the link.

Best Regards,
Baikuntha Silwal
Graduate Student
University of Virginia
by baikunthasilwal
Fri Sep 30, 2016 12:46 pm
Forum: OpenSees.exe Users
Topic: Source Code of OpenSees that can run in Linux System
Replies: 2
Views: 819

Source Code of OpenSees that can run in Linux System

Good Afternoon, I need the source code of OpenSees to run the program in high-performance computing (HPC). Please advise me for getting the source code that can use Linux to run the program. The current window version of OpenSees in not accepting in the Linux system. I need to run parallel computing...
by baikunthasilwal
Tue Apr 05, 2016 11:32 am
Forum: OpenSees.exe Users
Topic: Does KikuchiAikenLRB Material response has strain limit?
Replies: 1
Views: 689

Does KikuchiAikenLRB Material response has strain limit?

Hi Everyone, I am using the KikuchiAikenLRB Material following the link below: http://opensees.berkeley.edu/wiki/index.php/KikuchiAikenLRB_Material When I run the code, I am unable to get the hysteric response greater than strain level of 4. If I change the total thickneess of the rubber, I got the ...
by baikunthasilwal
Wed Sep 09, 2015 1:47 pm
Forum: OpenSees.exe Users
Topic: WARNING BandGenLinLapackSolver::solve() -LAPACK routine
Replies: 13
Views: 7432

Re: WARNING BandGenLinLapackSolver::solve() -LAPACK routine

Hi everyone,

I have also same modeling issue for BRB. Please provide some important modeling concern to improve the BRB model and selecting appropriate material model.
by baikunthasilwal
Wed Sep 09, 2015 1:43 pm
Forum: OpenSees.exe Users
Topic: problem in BRB frames
Replies: 4
Views: 2247

Re: problem in BRB frames

Dear Shahroozbral,

Did you solve the BRB frame with acceptable results? If you solve the modeling issues, please share your findings to improve the BRB model.
by baikunthasilwal
Wed Sep 09, 2015 1:41 pm
Forum: OpenSees.exe Users
Topic: SteelBRB element
Replies: 6
Views: 3077

Re: SteelBRB element

Hi Everyone,

Has anyone solved the BRB model issues? If so, Please provide important finding of the model for improving the response of the BRB.
by baikunthasilwal
Tue Sep 08, 2015 6:27 pm
Forum: OpenSees.exe Users
Topic: analysis does not progress(no warning,no error)
Replies: 2
Views: 831

Re: analysis does not progress(no warning,no error)

Hi Saharnaz,

Have to check the period of the frame? Could you please tell what tolerance limit you used in the analysis? I think the modeling assumptions in the brb may influence the respone of the brb, which may change your response.
by baikunthasilwal
Thu Jul 30, 2015 3:58 pm
Forum: OpenSees.exe Users
Topic: Error as ProfileSPDLinDirectSolver in eigenvalue analysis
Replies: 7
Views: 3044

Re: Error as ProfileSPDLinDirectSolver in eigenvalue analysi

Dear Dr. Frank,

Thank you for your valuable feedback.
by baikunthasilwal
Wed Jul 29, 2015 6:14 am
Forum: OpenSees.exe Users
Topic: Error as ProfileSPDLinDirectSolver in eigenvalue analysis
Replies: 7
Views: 3044

Re: Error as ProfileSPDLinDirectSolver in eigenvalue analysi

Dear Dr. Frank, Thank you for your feedback that helps to improve model especially the panel zone modelling and its parameters. Now, I got the reasonable response with some changes in my model. I have one issue for assigning panel zone shear model properties that make the response changes significan...
by baikunthasilwal
Wed Jul 08, 2015 8:20 pm
Forum: OpenSees.exe Users
Topic: Error as ProfileSPDLinDirectSolver in eigenvalue analysis
Replies: 7
Views: 3044

Error as ProfileSPDLinDirectSolver in eigenvalue analysis

Dear All, Although I got time period of 0.58 sec for a simple one story model with elastic model, I got following message while solving the same one story model with panel zone. OpenSees > source onestory.pz.tcl.tcl ProfileSPDLinDirectSolver::solve() - aii < 0 (i, aii): (6, 0) ProfileSPDLinDirectSol...
by baikunthasilwal
Tue Jun 23, 2015 9:25 am
Forum: Framework
Topic: svn Download problem ?
Replies: 41
Views: 17316

Re: svn Download problem ?

Hi,

Thank you for sending the link that works.
by baikunthasilwal
Fri Jun 19, 2015 12:38 pm
Forum: Framework
Topic: svn Download problem ?
Replies: 41
Views: 17316

Re: svn Download problem ?

Dear Admin, I am trying to connect to : Checkout from svn://opensees.berkeley.edu/usr/local/s ... /DEVELOPER, revision HEAD, Fully recursive, Externals included But the following message displayed as follows: Error Unable to connect to a repository at URL Error 'svn://opensees.berkeley.edu/usr/local...
by baikunthasilwal
Fri Jun 19, 2015 12:05 pm
Forum: Framework
Topic: svn Download problem ?
Replies: 41
Views: 17316

Re: svn Download problem ?

Dear Admin, I am trying to connect to : Checkout from svn://opensees.berkeley.edu/usr/local/svn/OpenSees/trunk/DEVELOPER, revision HEAD, Fully recursive, Externals included But the following message displayed as follows: Error Unable to connect to a repository at URL Error 'svn://opensees.berkeley.e...
by baikunthasilwal
Fri Jun 19, 2015 4:59 am
Forum: OpenSees.exe Users
Topic: Considering P-Delta Effects in bracing frames
Replies: 6
Views: 3229

Re: Considering P-Delta Effects in bracing frames

Hi, 1. You have to apply the portion of the gravity load that comes from the space frames in between the moment resisting frame. It means that the gravity load that comes from the moment resisting frame along the perimeter should be applied in that perimeter MRF. Then, the remaining gravity loads of...
by baikunthasilwal
Thu Jun 18, 2015 1:37 pm
Forum: Documentation
Topic: Post-slip linear bearing issue using Self Centering Material
Replies: 0
Views: 1534

Post-slip linear bearing issue using Self Centering Material

Good Afternoon, I am using the self centering material for parametric study based on the link below. http://opensees.berkeley.edu/wiki/index.php/SelfCentering_Material Although I have varied the Post-slip linear bearing from 0 to 1, I am unable to see the response of post-lip linear bearing after po...