Search found 10 matches
- Fri Dec 22, 2006 8:16 am
- Forum: OpenSees.exe Users
- Topic: a simple question
- Replies: 4
- Views: 4254
- Fri Dec 22, 2006 4:10 am
- Forum: OpenSees.exe Users
- Topic: a simple question
- Replies: 4
- Views: 4254
- 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?
- Sun Dec 17, 2006 8:18 pm
- Forum: OpenSees.exe Users
- Topic: default units?
- Replies: 3
- Views: 4505
- 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?
- 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?
- Sat Dec 16, 2006 6:18 pm
- Forum: OpenSees.exe Users
- Topic: which element can simulate the unbonded pretressing steels?
- Replies: 3
- Views: 3971
- Sat Dec 16, 2006 6:18 pm
- Forum: OpenSees.exe Users
- Topic: How can i conduct cyclic analysis (displacement control)?
- Replies: 2
- Views: 2890
- 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...
- 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
Thanks