rigid element

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

Moderators: silvia, selimgunay, Moderators

Post Reply
khatibi_m
Posts: 32
Joined: Mon Jun 01, 2009 12:57 am
Location: Kerman

rigid element

Post by khatibi_m »

Dear silvia

I would model soil-structure interaction (2D). I would create a rigid foundation by B*D dimension in my model.

Which element can I use for rigid foundation?
fmk
Site Admin
Posts: 5884
Joined: Fri Jun 11, 2004 2:33 pm
Location: UC Berkeley
Contact:

Post by fmk »

if 2 d you could use a Quad element with an elastic material with large stiffness, i.e. a penalty type constraint.
gholam_007
Posts: 7
Joined: Tue Sep 29, 2009 1:01 am
Location: iran

Post by gholam_007 »

hi,
in 3d form which element is useful?
fmk
Site Admin
Posts: 5884
Joined: Fri Jun 11, 2004 2:33 pm
Location: UC Berkeley
Contact:

Post by fmk »

a brick element.
Post Reply