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Thanks a lot Escolano! I had downloaded the latest version already. Well, last question: how can I use those libraries that you listed me in order to conver my OpenSees's outputs (some .out files) in the unique file of the solution to postprocess .post.res? I do not think I need the .post.msh cause ...

Sorry for my multiple replies.
Maybe, instead of compile; can I also use directly the gidpost.lib that is already avaiable in the folder called "binaries" in order to get the .post.msh and .post.res?

Hi Enrique! I've found the GIDPost folder to compile in Windows, but I get a couple of errors in VisualStudio. I'd need your help to compile. They have the same error code: MSB8066. One of the two error I get is the following: "Errore MSB8066 la compilazione personalizzata per 'C:\GID64-git\gid...

Maybe, I've got the reason. Is there a way to compile GidPost in windows?
Because online I've found the libraries to compile but in the README file there are the instructions only for Linux.

Warm regards

My willing is the same of the topic with title: ''import TCL file of opensees into the GID postprocessing''. I run the following script in the command prompt: cd C:\Program Files\GiD\GiD 16.0.7\problemtypes\OpenSees.gid\exe ##this is the directory containing OpenSeesPost.exe OpenSeesPost.exe -f inpu...

Thanks again Escolano! Seems an effective way to figure out this problem. I have not tried but can be a proper B plan. Eventually I found another way! I went on the problem type folder of OpenSees in GID, then I changed the .bas file where are defined the stdBrick elements, right at this raw here: e...

Hi GID Community! I am running analysis on OpenSees and I've created the Geometry and the Mesh on GID. Now my question is: what kind of files I should to create on OpenSees in order to postprocess on GID and in which extension? Furthermore, when I'll have created these files, how to import them in G...

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Thank you Escolano! You are making a old-fashioned engineer understand further information stuff. Ofc the problem is inside the OpenSees problem type coding of the forces. I am going to do my best in order to improve this command. Sadly for you ;), I gotta open another topic, soon or later I'll be s...

Thanks a lot for your answer Escolano! Always very useful. I ofc tried to apply a surface load, but in OpenSees problem type, the load are transferred to the nodes and due to the areas of my elements is not costant the pressure is not costant for each element (as I'd like to get). How would you appl...