The OpenSees Community

Thanks Prof. Scott,

When do you estimate it will be released?

aisan

Hi Silvia,

thanks, can you provide me with the contact information?

Hi,

Does anybody have any sources for the reliability module of opensees, any manual or maybe examples?

By the way I used one of the examples in Prof. Der Kureghian's 2003
PEER report but what I got as result was a warning telling that the commands are related to an older version.

Any idea?
aisan

Hi,

If I have a couple of analysis already ran on opensees, can I use the opensees navigator for post processing/ graphical inteface or I have to do it in opensees navigator from the first place.

aisan

hi all,

Do you know how I can model bond loss in a column section? Are there any references?

Thanks,
aisan

Hi silvia, thanks for the response. I didn't post the complete library file. my bad. here it is: et m 1.; # Define Basic Unit - Length set kg 1.; # Define Basic Unit - Mass set sec 1.; # Define Basic Unit - Time set rad 1.; # Define Basic Unit - Radians set N [expr $kg*$m/pow($sec,2)]; # Define Engi...

Hi all, I have a question regarding moment curvature units. I have defined my units library as below: set m 1.; # Define Basic Unit - Length set kg 1.; # Define Basic Unit - Mass set sec 1.; # Define Basic Unit - Time set rad 1.; # Define Basic Unit - Radians set N [expr $kg*$m/pow($sec,2)]; # Defin...

Silvia thanks for prompt response.

Thanks for your help Silvia,

If I define two layers shall I also divide my cover concrete into two parts one which is in the far out and one between the far out fibers and the inner fibers (say, with a thickness equal to rebar diameter).

Thanks,
aisan

Shall we define two layers?

Hi,

I want to model a circular column section with bundles of longitudinal reinforcement but I don't know how to do it whith fibers. Would you please help me?
The examples are all with one layer of reinforcement, how about if it is two?

Thanks,
aisan