Hi,
I would need, for a particular modelling, to update the constraints (fixity) of a certain node after application of the gravity load (before pushover analysis). I am wondering If anyone knows if there is any command in tcl or technique to do such a thing.
Thank you in advance,
Mohammad
Search found 7 matches
- Mon Feb 16, 2015 8:40 pm
- Forum: OpenSees.exe Users
- Topic: multiple constraints
- Replies: 1
- Views: 1655
- Thu Jan 19, 2012 5:33 pm
- Forum: OpenSees.exe Users
- Topic: Multi-phase analysis, Multi-step analysis
- Replies: 3
- Views: 2573
Re: Multi-phase analysis, Multi-step analysis
Thanks Vesna,
Could you suggest few keywords for searching the message board that helps me get there?
Appreciate your help
Could you suggest few keywords for searching the message board that helps me get there?
Appreciate your help
- Thu Jan 19, 2012 5:26 pm
- Forum: OpenSees.exe Users
- Topic: Limit state material-Shear Limit Curve
- Replies: 2
- Views: 3790
Re: Limit state material-Shear Limit Curve
Thanks Vesna
- Tue Jan 17, 2012 7:52 pm
- Forum: OpenSees.exe Users
- Topic: Multi-phase analysis, Multi-step analysis
- Replies: 3
- Views: 2573
Multi-phase analysis, Multi-step analysis
Hi, Does anybody know how I can change parameters of an element once a certain displacement limit has reached. In other words: 1) How can I monitor the deformation of an element (say that of a linear beam column element)during the course of dynamic analysis 2) Then is it possible to redefine the ele...
- Tue Jan 17, 2012 3:02 pm
- Forum: OpenSees.exe Users
- Topic: Limit state material-Shear Limit Curve
- Replies: 2
- Views: 3790
Limit state material-Shear Limit Curve
Hi all, I am trying to define a shear limit curve object to be used with limit state material. I need some advice or references to set up the relevant parameters. Anybody can explain about : 1)when should we use positive value for $Kdeg and when negative value for this parameter? 2)What are we actua...
- Tue Jan 17, 2012 12:59 am
- Forum: OpenSees.exe Users
- Topic: Limit state material-General failure Limit Curve
- Replies: 2
- Views: 2541
Limit state material-General failure Limit Curve
Hi all,
How can I define a general trilinear failure curve to be used with limit state material . I could not find any command in OpenSees Manual .
Appreciate your help
Mohammad
How can I define a general trilinear failure curve to be used with limit state material . I could not find any command in OpenSees Manual .
Appreciate your help
Mohammad
- Tue Apr 19, 2011 11:14 pm
- Forum: OpenSees.exe Users
- Topic: Rocking of objects subjected to ground motions
- Replies: 1
- Views: 1710
Rocking of objects subjected to ground motions
Hi. Is there a way to simulate rocking behavior of an object in OpenSees?