Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe
Moderators: silvia , selimgunay , Moderators
jwaugh
Posts: 110 Joined: Thu Jul 15, 2004 12:20 pm
Location: HNTB - Portland ME
Post
by jwaugh » Thu Mar 27, 2008 12:59 pm
Is it possible to release a specific DOF on an element. Say you want to release the moment at the end of a beam element. How would this be accomplished?
Thanks
silvia
Posts: 3909 Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:
Post
by silvia » Thu Mar 27, 2008 1:51 pm
frank may know more, but you might want to put a hinge-like thing there.
put two nodes and equalDOF the translational dofs...
s-
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
jwaugh
Posts: 110 Joined: Thu Jul 15, 2004 12:20 pm
Location: HNTB - Portland ME
Post
by jwaugh » Fri Apr 11, 2008 9:22 am
THanks, I want to make like a hinge, I hadn't thought of the double node.
silvia
Posts: 3909 Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:
Post
by silvia » Fri Apr 11, 2008 11:13 am
try it and let me know how ti goes.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104