Dear Friends
How can I do multimodal response spectrum method of analysis with Opensees?
Search found 7 matches
- Fri Sep 07, 2007 2:18 am
- Forum: OpenSees.exe Users
- Topic: Spectral Analysis
- Replies: 0
- Views: 2181
- Wed Aug 01, 2007 6:25 am
- Forum: OpenSees.exe Users
- Topic: Call input file
- Replies: 1
- Views: 2479
Call input file
How can I call variables from a text file in my input file ?
- Wed Jul 04, 2007 6:58 am
- Forum: OpenSees.exe Users
- Topic: Buckling
- Replies: 6
- Views: 6095
Material
How can I model post buckling behavior with Steel02 material?
Do you have any example of braces modeled with this material?
Tnx
Do you have any example of braces modeled with this material?
Tnx
- Tue Jul 03, 2007 9:36 pm
- Forum: OpenSees.exe Users
- Topic: Buckling
- Replies: 6
- Views: 6095
Buckling
Dear Friends,
Can we use Reinforcing Steel Material in modeling buckling for braces? What changes should be done on specific parameters?
Can we use Reinforcing Steel Material in modeling buckling for braces? What changes should be done on specific parameters?
- Tue Jul 03, 2007 9:33 pm
- Forum: OpenSees.exe Users
- Topic: Errors
- Replies: 3
- Views: 3714
- Fri Jun 29, 2007 3:06 am
- Forum: OpenSees.exe Users
- Topic: Errors
- Replies: 3
- Views: 3714
Errors
when does these messages appear? What is fault ?
1- Large trial compressive strain
2- Warning – ForceBeamColumn2d: :update – failed to get compatible element forces & deformations for element: 67
3- SectionAggregator: : getSectionFlexibility - - singular section stiffness
1- Large trial compressive strain
2- Warning – ForceBeamColumn2d: :update – failed to get compatible element forces & deformations for element: 67
3- SectionAggregator: : getSectionFlexibility - - singular section stiffness
- Wed Jun 27, 2007 10:25 am
- Forum: OpenSees.exe Users
- Topic: Restraint
- Replies: 0
- Views: 2101
Restraint
what is the way to release a degree of freedom in an element?
For example releasing M3 in both sides of a beam element.
Thanks
For example releasing M3 in both sides of a beam element.
Thanks