Search found 7 matches

by gholam_007
Sat Feb 20, 2010 10:46 pm
Forum: OpenSees.exe Users
Topic: RUN OUT OF MEMMORY FOR EIGEN COMMAND
Replies: 0
Views: 1461

RUN OUT OF MEMMORY FOR EIGEN COMMAND

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
by gholam_007
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
by gholam_007
Sat Jan 23, 2010 12:47 am
Forum: OpenSees.exe Users
Topic: rigid element
Replies: 3
Views: 3228

hi,
in 3d form which element is useful?
by gholam_007
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
by gholam_007
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
by gholam_007
Tue Nov 03, 2009 9:38 am
Forum: OpenSees.exe Users
Topic: simple METHOD FOR SHEAR WALL MODELING
Replies: 3
Views: 3449

Hi silvia, I fOUNd ,one paper that use the "zero lenth element" for modeling of shear wall.I used this method for modeling of one shear wall under static load ,this model was reasonable.but for primery modeling i used this method in 3D "wall-base"building. Component of primery mo...
by gholam_007
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