Search found 4 matches
- Wed Sep 13, 2017 10:07 pm
- Forum: OpenSees.exe Users
- Topic: modelling interaction soil and pipeline with Beam contact 2D
- Replies: 0
- Views: 2114
modelling interaction soil and pipeline with Beam contact 2D
hi everyone I modeled the soil and PipeLine as below, But the model is not analyzed and no output is recorded,I appreciate if anyone will analyze the model and understand the cause. soil is a laminar box.please chek that boundry condition is tru. i used nonlinear beam column as pipeline and beam con...
- Tue Jul 18, 2017 10:24 pm
- Forum: OpenSees.exe Users
- Topic: question about 2D soil modelling
- Replies: 5
- Views: 5500
Re: question about 2D soil modelling
thank you for your answering i use nd material when i analyzed stage 0 and dynamic analyze, converges can i ignore update stage 1 or ignore gravity analyze? i have another question i model pipe line with nonlinear beam column with unixial material steel 02 when i analyze model with pilpe line and wi...
- Tue Jul 18, 2017 4:19 am
- Forum: OpenSees.exe Users
- Topic: question about 2D soil modelling
- Replies: 5
- Views: 5500
Re: question about 2D soil modelling
yes
i follow the example from opensees site
but when set dimention 200*100 show:
error not converge
i follow the example from opensees site
but when set dimention 200*100 show:
error not converge
- Sun Apr 09, 2017 8:06 am
- Forum: OpenSees.exe Users
- Topic: question about 2D soil modelling
- Replies: 5
- Views: 5500
question about 2D soil modelling
hi every body
i made soil profile in opensees
when active update stage 1 in gravity analysiss stoped analyze
who can help me?
thanks
i made soil profile in opensees
when active update stage 1 in gravity analysiss stoped analyze
who can help me?
thanks