Search found 10 matches

by liufeng19
Fri Dec 22, 2006 8:16 am
Forum: OpenSees.exe Users
Topic: a simple question
Replies: 4
Views: 4254

what is the so-called rigid body mode? is that caused by usage of rigidLink in model?
by liufeng19
Fri Dec 22, 2006 4:10 am
Forum: OpenSees.exe Users
Topic: a simple question
Replies: 4
Views: 4254

thank you very very much!!
by liufeng19
Thu Dec 21, 2006 5:36 am
Forum: OpenSees.exe Users
Topic: a simple question
Replies: 4
Views: 4254

a simple question

what is the meaning of "WARNING BandGenLinLapackSolver::solve<> -LAPACK routine returned 1", after i run the program? how to solve the problem of convergence like this?
by liufeng19
Sun Dec 17, 2006 8:18 pm
Forum: OpenSees.exe Users
Topic: default units?
Replies: 3
Views: 4505

i understood, it means input is consistent with the output.
by liufeng19
Sun Dec 17, 2006 5:16 am
Forum: OpenSees.exe Users
Topic: default units?
Replies: 3
Views: 4505

default units?

Are the default units in opensee international units or British measurement units?
by liufeng19
Sun Dec 17, 2006 4:38 am
Forum: OpenSees.exe Users
Topic: how to consider the effect of hoops?
Replies: 1
Views: 2356

how to consider the effect of hoops?

there is hoops to confine concrete in columns. the parameters of concrete in the example 4 is plain concrete's parameters or confined concrete's parameters by some model, such as Mander model?
by liufeng19
Sat Dec 16, 2006 6:18 pm
Forum: OpenSees.exe Users
Topic: which element can simulate the unbonded pretressing steels?
Replies: 3
Views: 3971

thank you very much
Silvia
by liufeng19
Sat Dec 16, 2006 6:18 pm
Forum: OpenSees.exe Users
Topic: How can i conduct cyclic analysis (displacement control)?
Replies: 2
Views: 2890

thanks
Silvia
by liufeng19
Sat Dec 16, 2006 7:12 am
Forum: OpenSees.exe Users
Topic: which element can simulate the unbonded pretressing steels?
Replies: 3
Views: 3971

which element can simulate the unbonded pretressing steels?

I am modeling columns with unbonded prestressing steels, using nonlinear beam-column elements. Obviously, using steel layer in fiber section is not appropriate because of the unbonding and the pretressing. Is there an special element to simulate the unbonden pretressing steels in columns when the st...
by liufeng19
Sat Dec 16, 2006 6:24 am
Forum: OpenSees.exe Users
Topic: How can i conduct cyclic analysis (displacement control)?
Replies: 2
Views: 2890

How can i conduct cyclic analysis (displacement control)?

I have done pushover analysis about 2D cantilever column(displacement control), but then how can I load a negative displacement for cyclic analysis ?

Thanks