Search found 109 matches
- Tue Mar 17, 2009 6:47 am
- Forum: Soil Modelling
- Topic: PressureDependMultiYield materal
- Replies: 2
- Views: 4497
- Wed Nov 12, 2008 1:53 pm
- Forum: Framework
- Topic: Linux-compatible OpenSees version 2.0
- Replies: 3
- Views: 4894
- Wed Nov 12, 2008 12:54 pm
- Forum: Framework
- Topic: Linux-compatible OpenSees version 2.0
- Replies: 3
- Views: 4894
Linux-compatible OpenSees version 2.0
Hi, I am trying to use a large computer cluster,named Ada, at Rice University. "Ada" is running SuSE 9.0 Linux and the 2.6.5 kernel, with small changes made by Cray, particularly for their RapidArray interconnect. The IT guys over here need a Linux-compatible OpenSees version. Where can I get it? Di...
- Mon Nov 10, 2008 7:24 pm
- Forum: Parallel Processing
- Topic: OpenSees 2.0 Linux Version
- Replies: 6
- Views: 14655
Hi, I might try to use a large computer cluster,named Ada, at Rice University. "Ada" is running SuSE 9.0 Linux and the 2.6.5 kernel, with small changes made by Cray, particularly for their RapidArray interconnect. I have never compiled and debugged a very large C/C++ program before and I don't have ...
- Sat Nov 01, 2008 12:18 pm
- Forum: OpenSees.exe Users
- Topic: Participation Factors For a Bridge-Ground-Foundation System
- Replies: 2
- Views: 3506
- Fri Oct 31, 2008 6:42 pm
- Forum: OpenSees.exe Users
- Topic: Participation Factors For a Bridge-Ground-Foundation System
- Replies: 2
- Views: 3506
Participation Factors For a Bridge-Ground-Foundation System
Hi, I have a 2D bridge-soil-pile foundation model in OpenSees. I can get the eigen file which has the mode shapes and the mass matrix which has all the nodal masses along their DOFs. Somehow when I apply the ordinary structural dynamics rules to get the mass participation factors, I don't seem to ge...
- Fri Oct 31, 2008 10:05 am
- Forum: Soil Modelling
- Topic: damping curve
- Replies: 4
- Views: 7416
1) You might want to email Zhaohui Yang (zhyang@ucsd.edu) Ahmed Elgamal (elgamal@ucsd.edu) to inquire about this. 2) You can also try to look at the "opensource" soil program DEEPSOIL <http://cee-zzvy.cee.uiuc.edu/Website/Deepsoil/> to find out whether there is a way for you to get to "equivalent" R...
- Sat Oct 18, 2008 9:36 am
- Forum: OpenSees.exe Users
- Topic: Fragility Curves and OpenSees Reliability Module
- Replies: 1
- Views: 3490
- Thu Oct 16, 2008 10:22 am
- Forum: OpenSees.exe Users
- Topic: Effective modal Masses
- Replies: 8
- Views: 9683
Hi, I'm attaching two links which will have explanatory notes on how I tackle the mass participation factor issue in OpenSees. Most of the codes are NOT written by me and I have to admit that the codes might have to be modified according to your individual needs. www[dot]owlnet.rice.edu/~ba2/Modal_A...
- Fri Sep 05, 2008 10:21 am
- Forum: Soil Modelling
- Topic: element quad
- Replies: 6
- Views: 7660
Hi, This is briefly what I know about SSI (Soil-structure-interaction): Kinematic SSI ==> Assign mass to the structure, assign mass to the PDMY, don't assign mass to soil quad elements. Inertial SSI ==> Assign mass to the structure, assign mass to the PDMY, assign mass to soil quad elements. That wa...
- Thu Sep 04, 2008 12:55 pm
- Forum: Soil Modelling
- Topic: element quad
- Replies: 6
- Views: 7660
Gomez, Please take a look at this post. I'm sure it will clarify some questions for you. <http://opensees.berkeley.edu/community/viewtopic.php?t=4845&highlight=quad+density&sid=795335ff34a3bae9faca49aafd7ac5e6> Good Luck, P.S: For the future, I strongly suggest that you first search for the key word...
- Fri Jul 11, 2008 8:53 am
- Forum: Soil Modelling
- Topic: recorders
- Replies: 2
- Views: 4229
- Mon Jul 07, 2008 3:58 pm
- Forum: Soil Modelling
- Topic: Pore Pressure Ratio Monitoring ?
- Replies: 3
- Views: 8135
Hi everybody, I'm trying to validate my OpenSees soil column model with Cyclic1D (<http://cyclic.ucsd.edu/>) but I'm getting inconsistent results. To be more clear, pore pressure ratios in clay layer are similar whereas loose sand pore pressure ratios are different. Cyclic1D shows that my soil layer...
- Fri Jul 04, 2008 9:28 am
- Forum: OpenSees.exe Users
- Topic: View the mode shape of an eigen analysis
- Replies: 25
- Views: 23418
- Thu Jul 03, 2008 8:52 pm
- Forum: OpenSees.exe Users
- Topic: View the mode shape of an eigen analysis
- Replies: 25
- Views: 23418
I was using OSP to visualize my bridge-foundation-soil model but I don't feel comfortable with the mode shapes I'm getting with OSP, so I turned to the viewing codes Silvia posted here. I'm using the latest version (v2.0.0) and I'm able to run the procedures without getting an error, BUT when the fi...