We are collecting OPENSEES User-Requirements Data

If you have a script you think might be useful to others post it
here. Hopefully we will be able to get the most useful of these incorporated in the manuals.

Moderators: silvia, selimgunay, Moderators

silvia
Posts: 3912
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

We are collecting OPENSEES User-Requirements Data

Post by silvia » Wed Dec 30, 2009 4:37 pm

We are collecting some Requirements Data.
Please reply to this post with a list of what you, as an OpenSees USER, require of OpenSees EXAMPLES.

Thank you,
The OpenSees Development Team
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104

esi_opensees
Posts: 93
Joined: Mon Apr 14, 2008 10:53 pm

Post by esi_opensees » Thu Jan 07, 2010 9:50 pm

Hi,
Thank you for your attention.
As a user I need some example for modeling of bridge.

songlianglong
Posts: 9
Joined: Sun Jan 24, 2010 7:41 pm
Location: southeast university

Re: We are collecting OPENSEES User-Requirements Data

Post by songlianglong » Fri Mar 12, 2010 6:28 am

[quote="silvia"]We are collecting some Requirements Data.
Please reply to this post with a list of what you, as an OpenSees USER, require of OpenSees EXAMPLES.

Thank you,
The OpenSees Development Team[/quote]
Hi, silvia
As a user I need some example for modeling of Pre-stressing Concrete Fabricated Frames. :lol:

fereshtehnejad
Posts: 7
Joined: Tue Sep 01, 2009 5:47 am
Location: Ohio State University

Post by fereshtehnejad » Sat May 08, 2010 3:12 am

Hi

I think for accurate modeling of structural response, reliable and comprehensive solution algorithm is required. Thus, as a user I look for a powerful solution algorithm tcl source.

Thank you :)

lucky0002
Posts: 2
Joined: Tue Feb 22, 2011 3:52 am
Location: University-IIIT Allahabad

Hi

Post by lucky0002 » Tue Feb 22, 2011 11:41 pm

Hello Sir,
Me Aditya , a student at an Indian university( Indian Institute of Information Technology Allahabad) working on a semester long project.
I am willing to work on Porting of lapack routines to OpenCL.
But as a part of my curriculum I have to demonstrate something, so I am searching for applications of my work.

So please let me know if you have any suggestions for me , it very be very kind of you.
If your work uses some lapack routines internally that are time taking ( SVD, eigen value/vector calculations, Matrix factorizations , matrix matrix calculations), please let me so that I can look forward in integrating my work with yours.


Thanks and regards
--
Aditya Patel

jocuri
Posts: 1
Joined: Sat May 28, 2011 8:43 am

Re: We are collecting OPENSEES User-Requirements Data

Post by jocuri » Sat May 28, 2011 8:54 am

Hello, Is this program still maintained? Because I think I found some bugs and I don't know if I should report them or try to fix them myself.

epitsDeelve
Posts: 1
Joined: Mon Aug 01, 2011 4:04 am

создание проектной организации

Post by epitsDeelve » Mon Oct 10, 2011 8:57 am

дизайн клумб интерьер керамика дизайн квартир классика материалы длоя дизайна интерьера архитектура театра архитектро ростова на дону программа для создания макетов зданий проектирование зданий книга проектные работы по электроснабжению биографии архитекторов проектирование?

revulsive1
Posts: 1
Joined: Mon Oct 17, 2011 1:14 pm

Re: We are collecting OPENSEES User-Requirements Data

Post by revulsive1 » Mon Oct 17, 2011 1:18 pm

I might be needing a a few good examples of modelling bridge. Please tell me where can I get them. Need it asap.

mapupiincur
Posts: 1
Joined: Sun Nov 06, 2011 10:31 am

Re: We are collecting OPENSEES User-Requirements Data

Post by mapupiincur » Sun Nov 06, 2011 10:38 am

Yes @jocuri ,that is the program :)
Cand ma plictisesc mai joc unele jocuri cu masini dispozitive orgonice si vise .


caosasa
Posts: 26
Joined: Sat Aug 07, 2010 5:31 am
Location: tongji

Re: We are collecting OPENSEES User-Requirements Data

Post by caosasa » Sat Oct 27, 2012 6:42 pm

Dear silva,
i see lots of users want the order to caputur plastic rotations for the 3 beamcolumn elements,
would you please consider about provide recorders or examples on this.
Thanks a lot.

crissanchezpire
Posts: 1
Joined: Wed Jan 02, 2013 6:41 am
Location: UCV (Central University of Venezuela)

Re: We are collecting OPENSEES User-Requirements Data

Post by crissanchezpire » Sun Jan 06, 2013 3:35 pm

Amazing work that you have done so far with opensees frank, silvia, vesna and other my aplause standing up for you!!!
Examples in 3d structures with energy dissipation devices:
Lead Rubber Bearings (LRB) / High Dampig Rubber (HDR)
Frictiom Pendulum (FP)
Fluid Viscous Dampers (FVD)
Tuned Mass Dampers (TMD)
Buckling restrain Braced Frames (BRBF)
With energy Dissipation devices the structure will be operative inmediately after and earthquake.

I could try to make some of them to help you and of course you´ll revise them before posting if you accept.
Cris Sanchez Pire (Falcon State, Venezuela)

baikunthasilwal
Posts: 24
Joined: Wed Feb 20, 2013 4:23 pm
Location: University of Virginia

Re: We are collecting OPENSEES User-Requirements Data

Post by baikunthasilwal » Tue Jul 30, 2013 4:30 pm

I need following information for modeling and getting results for nonlinear analysis:
1. Some examples of base isolation system such as rubber bearing, friction pendulum or others.
2. Easy Identification of formation of hinge locations in frame structures in order of developing these hinges in the frame structure.


Baikuntha Silwal
Graduate Student
University of Virginia
bs4pe@virginia.edu

hshoar
Posts: 26
Joined: Wed Sep 12, 2012 5:45 am
Location: Sience and Research branch of IAU
Contact:

Re: We are collecting OPENSEES User-Requirements Data

Post by hshoar » Tue Oct 15, 2013 6:33 am

Hello
I need some examples about following concepts:
1-Rayleigh Damping : how can we use Rayleigh damping in different situations. For example in progressive collapse analysis
2-considering PMM interaction in elements

And it will very useful if you add more explanations to the manual or add some tips about how someone could use a command for a specific purpose!

Thank you very much.

orodzarrin
Posts: 16
Joined: Sun Mar 17, 2013 3:26 am
Location: Eastern Mediterranean University

Re: We are collecting OPENSEES User-Requirements Data

Post by orodzarrin » Fri Mar 28, 2014 2:11 am

Hi,
I want to model a concrete beam with fiber.The length of the beam is 2 m and has got 2 pint load in each (2/3) 0.6667 m.
I used 2 bars at the bottom of beam its diameter is 20 mm
I think my analysis didn't correct.
1- how can I use fiber in concrete?
2- how can I get Moment-Curvature diagram?
3- how can I get Strain-Stress diagram?
4- I used (eleLoad -ele 1 2 -type beamPoint 500 0.6667 1.3334) commend for imply 2 pint load, is it correct?

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