Search found 11 matches

by wangjingze1985
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...
by wangjingze1985
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?
by wangjingze1985
Wed Nov 24, 2010 11:29 pm
Forum: OpenSees.exe Users
Topic: converge errors
Replies: 3
Views: 3006

Thank you very much. BUT I used the Concrete04 instead of Concrete02 to define the concrete and it worked. Can you tell me is it suitable for I useing the Concrete02 to define the uniaxialMaterial under the eatherquake action?
by wangjingze1985
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...
by wangjingze1985
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
by wangjingze1985
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

Thank youvery much!!!
by wangjingze1985
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...
by wangjingze1985
Wed Sep 15, 2010 7:02 pm
Forum: OpenSees.exe Users
Topic: Is there something wrong with my model ?
Replies: 2
Views: 2984

thank you very much!!!
by wangjingze1985
Wed Sep 15, 2010 7:01 pm
Forum: OpenSees.exe Users
Topic: eigen error
Replies: 8
Views: 13538

thank you very much four your reply. I have sloved the problem.
by wangjingze1985
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...
by wangjingze1985
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]