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selimgunay wrote:
> Yes I have it. I will look for it and let you know.

hello,

have you found the reference source code?

Cheers,

selimgunay wrote:
> Yes I have it. I will look for it and let you know.

It would be great.

Cheers,

selimgunay wrote: > It is the latter one, i.e. the trasversal dof and it gets the axial force > from column that it is connected. The connected column info is provided as > input. Thanks. I am assuming the equations are uncoupled in the vertical and the horizontal directions (since the spring does n...

selimgunay wrote: > We have previously developed a shear spring that considers the shear > capacity-axial force interaction according to the Caltrans SDC and ACI318 > equations. You can find the details in Chapter 6.2 of the report below. > Please let me know if you have any questions. > > > http://...

gswarup wrote: > Hi, > > Is there any option in Opensees so that I can input P-M interaction curve > for Hinges. Actually I want to model a masonry column. But due to > unavailability of axial shear interaction model I want to convert the shear > forces to equivalent moment which will interact with ...

shivangiitb wrote: > Hello All, > > Since nonlinearbeamcolumn element capture only axial and flexural > deformation, I modelled zerolength element at column base to capture shear > reponse. The spring is able to capture the extra drift/displacement at pier > top due to shear and now total deformatio...

Hi all, Is there anyone who attempted to create within a frame model, zero length translational and rotational springs in which the F-d (or M-rot) relationship depends on the axial load of the beam elements? For instance, I am thinking about a moment frame with concentrated plasticity, in which the ...

sorour wrote:
> It would not work properly in this way... A very larg stiffness and
> plastic zero stiffness would cause a problem in model analysis.

I did try that approach, but, as you said ( and as expected) I get convergence issues.

Hi all,

is there a fast way to get a plot (recorder command) directly at the end of the analysis the force displacement curves for all the piers?

Cheers,

Giovanni

forgot to mention... i am typing the command directly in the prompt window

I am using the following command:

recorder plot Node3.out "Nodal displacement" 10 10 400 400 -columns 1 2

to plot data from a file I have alrady produced priorly, but the window open and crashes before displaying, everytime. and then I need to close opensees.

which could be the reason?