Release DOFs

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

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jwaugh
Posts: 110
Joined: Thu Jul 15, 2004 12:20 pm
Location: HNTB - Portland ME

Release DOFs

Post by jwaugh »

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
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Post by silvia »

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 »

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 »

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
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