hi Silvia,
I use "eigen commnd" for determining natural period of one structural system(building and subgrade soil of it), but after runing the opensees give this erorr:
"RUN OUT OF MEMMORY"
please help me to solve this problem(I use opensees version 2.2)
thanks
Search found 7 matches
- Sat Feb 20, 2010 10:46 pm
- Forum: OpenSees.exe Users
- Topic: RUN OUT OF MEMMORY FOR EIGEN COMMAND
- Replies: 0
- Views: 1461
- Fri Jan 29, 2010 8:25 am
- Forum: Soil Modelling
- Topic: Lysmer Boundary(damper)
- Replies: 1
- Views: 4164
Lysmer Boundary(damper)
Hi every body,
How can i define damper(Lysmer Boundary) in opensees?
which material is proper?
thanks
How can i define damper(Lysmer Boundary) in opensees?
which material is proper?
thanks
- Sat Jan 23, 2010 12:47 am
- Forum: OpenSees.exe Users
- Topic: rigid element
- Replies: 3
- Views: 3228
- Mon Jan 18, 2010 12:53 am
- Forum: OpenSees.exe Users
- Topic: jiont two diffirent node one shell node to solid
- Replies: 1
- Views: 1785
jiont two diffirent node one shell node to solid
Hi silvia,
i try to link the one node of "shellmatic element 6/dof" with one node of "standard brick element 3/dof" ,is there any element to provide this goal?
thanks
i try to link the one node of "shellmatic element 6/dof" with one node of "standard brick element 3/dof" ,is there any element to provide this goal?
thanks
- Sat Jan 02, 2010 8:58 am
- Forum: Soil Modelling
- Topic: 3D MODELING OF SOIL
- Replies: 3
- Views: 6061
3D MODELING OF SOIL
Hi ,
I try to modeling SOIL in 3D form.
I could not find any researches about this topic.
is it possible to help me?
thanks
I try to modeling SOIL in 3D form.
I could not find any researches about this topic.
is it possible to help me?
thanks
- Tue Nov 03, 2009 9:38 am
- Forum: OpenSees.exe Users
- Topic: simple METHOD FOR SHEAR WALL MODELING
- Replies: 3
- Views: 3449
- Tue Oct 27, 2009 10:15 am
- Forum: OpenSees.exe Users
- Topic: simple METHOD FOR SHEAR WALL MODELING
- Replies: 3
- Views: 3449
simple METHOD FOR SHEAR WALL MODELING
hi silvia,
I try to modeling shear wall as simple as possible by opensees.I have ONLY hystercis force displacement of wall.
my question is:
1-which element is best for this type modeling?
2-Is it possible to model wall with one zero length element?
best regard
I try to modeling shear wall as simple as possible by opensees.I have ONLY hystercis force displacement of wall.
my question is:
1-which element is best for this type modeling?
2-Is it possible to model wall with one zero length element?
best regard