Search found 8 matches
- Tue Jul 31, 2007 5:59 pm
- Forum: OpenSees.exe Users
- Topic: records of Zero-Length elements
- Replies: 1
- Views: 3063
records of Zero-Length elements
Hello all I am using Zero-Length element to describe the relation between two points in the same location. I assigned two different materials in two different directions to describe the behaviour between the two points. Now, I am trying to get the record of the zero-Length element in the two directi...
- Thu Oct 26, 2006 10:57 am
- Forum: OpenSees.exe Users
- Topic: nDMaterial Template3Dep
- Replies: 3
- Views: 4788
Hello Andre:
It seams that we have the same problems with "template3Dep" and "Newtemplate3Dep" commands. So….if you found any solution, please e-mail me and I will do the same for you.
My e-mail address is waell_ab@yahoo.com
Thanks
Wael
It seams that we have the same problems with "template3Dep" and "Newtemplate3Dep" commands. So….if you found any solution, please e-mail me and I will do the same for you.
My e-mail address is waell_ab@yahoo.com
Thanks
Wael
- Wed Oct 25, 2006 6:46 am
- Forum: OpenSees.exe Users
- Topic: “nDMaterial Template3Dep” command
- Replies: 6
- Views: 7776
Hello Dr. Boris: After I used ElasticIsotropic3D instead of ElasticIsotropic command (I am attaching the input file after correction) I tried 1- All of the material models examples posted in your website 2- Examples in EXAMPLES directory of OpenSees distribution 3- Number of examples in your OpenSee...
- Mon Oct 23, 2006 10:58 am
- Forum: OpenSees.exe Users
- Topic: “nDMaterial Template3Dep” command
- Replies: 6
- Views: 7776
“nDMaterial Template3Dep” command
Hello Silvia / All: I built a small model consists of one stander brick element with 4 fixed nodes and the other four nodes are loaded. I used “nDMaterial Template3Dep” command to describe the material but it seams that there is a problem in the material model. I had he following massage: ElasticIso...
- Wed Dec 07, 2005 4:20 pm
- Forum: OpenSees.exe Users
- Topic: Drucker-Prager yield surface in plane stress state
- Replies: 2
- Views: 5818
Drucker-Prager yield surface in plane stress state
Hello all ; I am tying to model concrete infill panel (infill panel for steel frame) using Quad element. My problem is how I can describe Drucker-Prager yield surface in plane stress state. I found this link in one of your replies (timosidis-Posted: Thu Jul 15, 2004 1:13 pm Post subject: Reference ...
- Mon Aug 08, 2005 5:50 pm
- Forum: OpenSees.exe Users
- Topic: Beam-Column Element and Quad Element in the same analysis
- Replies: 4
- Views: 5903
thanks
Thanks Frank
- Mon Aug 08, 2005 12:48 pm
- Forum: OpenSees.exe Users
- Topic: Beam-Column Element and Quad Element in the same analysis
- Replies: 4
- Views: 5903
similar post by Timosidis
There was a similar post by Timosidis on May 26, 2005 (page 2), and a reply by Berktaftali. But Berktaftali’s reply was not completed. I tried to e-mail Timosidis, but his e-mail is not valid any more. One of the replies was “Take a look at solid02.tcl file in Example Scripts, it does what you need”...
- Fri Aug 05, 2005 10:56 pm
- Forum: OpenSees.exe Users
- Topic: Beam-Column Element and Quad Element in the same analysis
- Replies: 4
- Views: 5903
Beam-Column Element and Quad Element in the same analysis
Hello all; I am a new user of OpenSees Program. I would like to use 2D Beam-Column Elements (3 DOF per node) with Quadrilateral Elements (2DOF per node). When I use model basic -ndm 2 -ndf 3 I got Warning – model dimentions and/or nodal DOF not compatible with quad element And when I use model basic...