Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe
Moderators: silvia , selimgunay , Moderators
derogar
Posts: 36 Joined: Fri Dec 07, 2007 5:12 am
Location: sheffield
Post
by derogar » Fri Feb 29, 2008 7:01 am
hi ,
In the limit state material model "CenterCol_basicModel.tcl" in the manual, the structure was modelled as a 2D structure (which means every node has 3 DOF’s) but in the definition of zero length elements they used 6th direction which is as followed:
# Define the zero-length end springs
#bottom of column slip spring
element zeroLength 1 1 2 -mat $rigidMatTag $rigidMatTag $centerSlipTag -dir 1 2 6
#top of column springs incl shear and axial
element zeroLength 3 3 4 -mat $shearTag $axialFailTag $centerSlipTag -dir 1 2 6
My question is how it is possible to have 2D model and in mean while we have direction 6 as well. Do we need to use direction 3 instead 6.
Looking forward to hear from you very soon
Kind Regards
silvia
Posts: 3909 Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:
Post
by silvia » Fri Feb 29, 2008 8:43 am
does it give you an error?
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
derogar
Posts: 36 Joined: Fri Dec 07, 2007 5:12 am
Location: sheffield
Post
by derogar » Tue Mar 04, 2008 7:43 am
but in a 2d model which means it has 3 degree of freedom, we can not talk about 6th direction.
plus in my own model which is in 2d, I get error when I have zero length in 6th direction.
silvia
Posts: 3909 Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:
Post
by silvia » Tue Mar 04, 2008 10:40 am
exactly. then, NO you cannot specify a dof greater than the number of degrees of freedom.
please contact the author of the example if you wish to discuss it with him directly.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104