Did you try basicDeformation or plasticDeformation according to this: http://opensees.berkeley.edu/wiki/index ... mn_Element??
Also maybe you should post at least the part of your code where you define the section
Search found 3 matches
- Mon Sep 19, 2016 3:52 am
- Forum: OpenSees.exe Users
- Topic: Recorder
- Replies: 3
- Views: 1890
- Mon Sep 19, 2016 2:30 am
- Forum: OpenSees.exe Users
- Topic: Error on non-linear BNWF model/Opensees shuts down
- Replies: 0
- Views: 1222
Error on non-linear BNWF model/Opensees shuts down
Hello, I am trying to model a non linear soil-shallow foundation system using the ShallowFoundationGen command but i keep getting the following error: QzSimple2:: QzSimple2-- only accepts QzType of 1 or 2. Moreover the opensees.exe is shutting down so fast after that error that i couldn't actually s...
- Tue Aug 23, 2016 7:57 am
- Forum: Documentation
- Topic: Period of sdof on uniform soil modelled with quad elements
- Replies: 0
- Views: 7793
Period of sdof on uniform soil modelled with quad elements
Hello, can anyone please tell me how i can get the period of sdof which is resting on a uniform soil mesh modelled with quad elements?? (2D mesh: 200x50 with 1m thickness) I am working on soil structure interaction problem and i have modelled the same structure on a full soil mesh as well as simplif...