Search found 5 matches
- Fri Mar 16, 2012 11:59 pm
- Forum: OpenSees.exe Users
- Topic: Nonlinear Viscous Damper
- Replies: 3
- Views: 3569
Re: Nonlinear Viscous Damper
Thank you very much ....
- Wed Mar 14, 2012 11:32 pm
- Forum: OpenSees.exe Users
- Topic: Nonlinear Viscous Damper
- Replies: 3
- Views: 3569
Nonlinear Viscous Damper
Now I am trying to analyze a simple 3-story base isolated structure using a stick model. So, in the OpenSees file, there are 5 nodes. Node 2 is base floor, then Nodes 3-5 are for 1st, 2nd, and 3rd floors. Below is the code I used. wipe model BasicBuilder -ndm 2 -ndf 2 node 1 0.0 0.0 node 2 350.0 0.0...
- Mon Dec 20, 2010 9:14 pm
- Forum: OpenSees.exe Users
- Topic: Can anyone help explain the sign of the member responses?
- Replies: 1
- Views: 1728
Can anyone help explain the sign of the member responses?
I have a question about sign of the response. Here is the link to the picture http://img694.imageshack.us/img694/5324/signge.png You can see, I set the global axis like that then I connect the elastic beam column element from node 1 to node 2 always. Then I analyze 4 cases as shown. In the table, th...
- Tue Feb 16, 2010 7:20 pm
- Forum: OpenSees.exe Users
- Topic: Windows Vista x64
- Replies: 1
- Views: 2549
- Tue Dec 15, 2009 2:33 am
- Forum: Framework
- Topic: Very simple question
- Replies: 0
- Views: 1857
Very simple question
I would like ask which version of Visual Studio I should use to compile this? I've tried 2008, and it didn't work. Or did I do anything wrong?
Thank you very much
Thank you very much