Search found 11 matches
- Wed Dec 08, 2010 12:46 am
- Forum: OpenSees.exe Users
- Topic: which uniaxialMaterial can be used to define damping
- Replies: 10
- Views: 6679
I want to define a damper, a friction damper. I think the Zero-Length Element can be used. BUT I do not know which uniaxial can be used to define the envelope. enve worse, I can not copy the picture which can show the envelope to here. My English is very poor , I think it may caused some troubles fo...
- Mon Dec 06, 2010 11:57 pm
- Forum: OpenSees.exe Users
- Topic: which uniaxialMaterial can be used to define damping
- Replies: 10
- Views: 6679
which uniaxialMaterial can be used to define damping
I want to use the Zero-Length Element to define a damping element,
BUT I do not know which uniaxialMaterial can be used to define damping .
anyone can help me?
BUT I do not know which uniaxialMaterial can be used to define damping .
anyone can help me?
- Wed Nov 24, 2010 11:29 pm
- Forum: OpenSees.exe Users
- Topic: converge errors
- Replies: 3
- Views: 3006
- Sat Nov 20, 2010 2:55 am
- Forum: OpenSees.exe Users
- Topic: converge errors
- Replies: 3
- Views: 3006
converge errors
When I run my program, I got some errors and I do not know where the error is.I have got the period of the modle.anyone can help me? WARNING: CTestNormDispIncr::test() - failed to converge after: 10 iterations NewtnRaphson::solveCurrentStep() -the ConvergenceTest object failed in test() DirectIntegr...
- Sun Nov 14, 2010 11:06 pm
- Forum: Framework
- Topic: compile errors about opensees 2.20
- Replies: 1
- Views: 2173
compile errors about opensees 2.20
I want to add a new element to the opensees, and I use the Visual Studio 2008 Professional Edition to compile opensees 2.20.when I press CTRL+F7,the VS2008 showed no warning or errors and I think it may be succesful:
1>------ å·²å
1>------ å·²å
- Wed Nov 10, 2010 4:42 pm
- Forum: OpenSees.exe Users
- Topic: Are there some errors in the defintion of Contact3D element?
- Replies: 2
- Views: 2750
- Wed Nov 10, 2010 12:21 am
- Forum: OpenSees.exe Users
- Topic: Are there some errors in the defintion of Contact3D element?
- Replies: 2
- Views: 2750
Are there some errors in the defintion of Contact3D element?
My modle has only an elasticBeamColumn element and a zeroLengthContact3D element .when I run the program,I got the error like this: WARNING analysis Transient - no Algorithm yet specified, NewtonRaphson default will be used WARNING BandGenLinLapackSolver::solve() -LAPACK routine returned 1 WARNING N...
- Wed Sep 15, 2010 7:02 pm
- Forum: OpenSees.exe Users
- Topic: Is there something wrong with my model ?
- Replies: 2
- Views: 2984
- Wed Sep 15, 2010 7:01 pm
- Forum: OpenSees.exe Users
- Topic: eigen error
- Replies: 8
- Views: 13538
- Mon Sep 06, 2010 1:03 am
- Forum: OpenSees.exe Users
- Topic: eigen error
- Replies: 8
- Views: 13538
eigen error
I need to ask for the eigenvalues of a modle with a beam and two Bearings .But opensees give some warnings: WARNING BandGenLinLapackSolver::solve() -LAPACK routine returned 1 WARNING BandGenLinLapackSolver::solve() -LAPACK routine returned 1 WARNING BandGenLinLapackSolver::solve() -LAPACK routine re...
- Wed Sep 01, 2010 1:05 am
- Forum: OpenSees.exe Users
- Topic: Is there something wrong with my model ?
- Replies: 2
- Views: 2984
Is there something wrong with my model ?
I need to ask for "eigen 1" of my model.However,the opensees give me a warning:
WARNING BandGenLinLapackSolver::solve() -LAPACK routine returned 7
I think there may be something wrong with my code ,I[b] want to know what cause the warning? Anyone can help me?[/b]
WARNING BandGenLinLapackSolver::solve() -LAPACK routine returned 7
I think there may be something wrong with my code ,I[b] want to know what cause the warning? Anyone can help me?[/b]