The OpenSees Community

[quote=mhscott post_id=117319 time=1603304689 user_id=27]
404 error on the github link. Is the repo private?

I'm sorry, I made the repository public. Please tell me if you are able to download the code.
It's my first time using GitHub.

regards!

[quote=mhscott post_id=117192 time=1602691252 user_id=27]
It would be great if you made the source code available via GitHub. dll's are bound not to work.
[/quote]

Here is the code for the element and the material.
Please cite my work if you use the code...

https://github.com/gtorrisi77/Masonry.git

Send me an email to
gonzalotorrisi@gmail.com
I have developed a masonry panel element and masonry material with Crisafulli's hysteretic cicle. I will send you the two .dll and some examples.

I have changed the file Domain.cpp for the version 2.5 in the Core directory and it compiled ok, so I think the problem is this file or a missing file related to it.

Dear Community:
I cant find the changelog or new features for version 3.2. I'm using version 2.5 and I don't know the changes since that version.

Does anyone knows the main features of the new version of OpenSees?
Thanks and regards
G.

Dear community members I have sucessfully compiled my own materials and elements in VS2010 for Opensees 2.5, now I'm tryin to compile the same elements and materials for version 3.0 and 3.2 and I have some problems. I have followed all the instructions in the .txt file and I can't find the error I h...

Hi baozai ,
Did you have success with your implementation?
I'm doing something similar with my element and material, I need to change the backbone curve depending on the stress level on the element. Do you have your code to share and see how you did it?
Thank you very much.

GST.

Dear All,
Does anyone has implemented the Giberson one component beam model in to OpenSees?
Thanks!

Dear Frank, I'm adding a new element but get errors when compiling. I have read the guide to add a new element in C ++, the guide to compile and source code of several elements (truss2D.cpp, FourNodeQuad.cpp, ZeroLength.cpp, etc) to write the new element that has 6 materials. Still, I do not succeed...

Hi,
Could you please share the modified material source code?
Thank you in advance!

G. Torrisi

Thank you Frank, it was very helpfull! The next time I will post the .h file too.

Dear Frank, First of all, I'm not a Objet Oriented Programmer, so I'm writing my own element routine by myself, based on the examples in the source code and reading some books about OOP. I'm trying to implement a new element with 7 sub elements. The first 6 subelements uses the material #1 and the l...

Can I call the material using the strainrate as Axial force?

p.e.:in the element definition:

theMaterial->setTrialStrain(strain,Axialforce)

In this way I can use the Axial force in the material model.
Is this possible?

Thank you very much for your time and help.

Hello everyone , I am adding a new material to OpenSees and I've seen that all materials depend only on the strain , then with the value of strain can obtain the new state. I want a material which not only depends on the deformation but also depends on the level of axial load , frictional materials ...

Ok, now it is running!! thank you!!!