Search found 10 matches

by modir24
Sun Mar 28, 2010 12:32 pm
Forum: OpenSees.exe Users
Topic: Mehanny damage model
Replies: 0
Views: 1547

Mehanny damage model

I define a mehanny damage model for my joints in a lumped plasticity model based on the appendix of Altoontash thesis but the numbers I get are so small like the building undergoes a negligible damage (numbers around 0.1-0.1 !!) although i use very strong motions with 2400yr reurn periods. does anyo...
by modir24
Tue Feb 09, 2010 7:00 pm
Forum: OpenSees.exe Users
Topic: Damage model recorder
Replies: 0
Views: 1961

Damage model recorder

I have defined ParkAng damage model and used it in the joint2D model (based on Altoontash dissertation). but do not know how to define the proper recorder to get the final damage index. how can I do it?
by modir24
Tue Jan 19, 2010 4:00 pm
Forum: OpenSees.exe Users
Topic: joint2D element ; panel zone, rotation of beam ends
Replies: 25
Views: 34100

I just saw your message. here is the error i get from my model:

Domain::addMP_Constraint - cannot add as constraint with tag9already exists in modelJoint2D::addMP_Joint - WARNING could not add equalDOF MP_Constraint to domain WARNING Joint2D::Joint2D(): can not generate ForJoint MP at node 1
by modir24
Tue Jan 19, 2010 3:57 pm
Forum: OpenSees.exe Users
Topic: joint2D element ; panel zone, rotation of beam ends
Replies: 25
Views: 34100

I bring an example here: (this is not my model. my model is a lumped plasticity model) in this model if you ignore only the 4 equalDOF command lines there will be no error for the Joint2D s although the nodes constrained together by equalDOF have no kind of connection or relation to the joint nodes....
by modir24
Tue Jan 19, 2010 2:48 pm
Forum: OpenSees.exe Users
Topic: joint2D element ; panel zone, rotation of beam ends
Replies: 25
Views: 34100

I have not defined any constraints for any of the nodes around joints
by modir24
Mon Jan 18, 2010 2:32 pm
Forum: OpenSees.exe Users
Topic: joint2D element ; panel zone, rotation of beam ends
Replies: 25
Views: 34100

the above mentioned errors have caused my model from being built properly because the eigen analysis cannot be performed. the only problem I have are the Joint2D s. do you have any idea how joint problem can be solved? I have defined 4 nodes around the joint. in the Joint2D definition I give each no...
by modir24
Sun Jan 17, 2010 9:37 pm
Forum: OpenSees.exe Users
Topic: MP constraint error
Replies: 9
Views: 9110

the problem is with the joint2D. if you eliminate the joint2D and make the 4 nodes around every joint only 1 the problem will be solved ! this may change your model completely though ! this is the same problem I have with the Joint2D and is driving me nuts. I have not found any solution to Joint2D i...
by modir24
Fri Jan 08, 2010 12:53 pm
Forum: OpenSees.exe Users
Topic: joint2D element ; panel zone, rotation of beam ends
Replies: 25
Views: 34100

Hi Alireza jan I always get errors regarding the MP constraint in the joints. I don know how to tackle that. equalDOF is the proper command for that; but i don't know "where" to use it. because as I know, I have to constrain the 4 nodes around the joint to the center node but the center no...
by modir24
Tue Jan 05, 2010 11:25 am
Forum: OpenSees.exe Users
Topic: joint2d !
Replies: 7
Views: 8059

@ talebian: I think this is helpful for you:

opensees.berkeley.edu/community/viewtopic.php?t=12528&highlight=joint
by modir24
Tue Jan 05, 2010 11:10 am
Forum: OpenSees.exe Users
Topic: We are collecting OPENSEES User-Requirements Data
Replies: 5
Views: 4902

how damage models can be implemented for elements