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the reason could be that opensees gives the results on the gauss integration points, so that it may differ from the sap2000. You shall carry the stresses to the nodes by using some extrapolation methods and so.

The project has relocated to the another server. You can find it below.

https://github.com/OpenSees

No more svn, instead they are using Git.

No it is not working, long time i could not get connected and i have no firewall in my network.

I think it is still not solved.

Hello

svn://peera.berkeley.edu/usr/local/svn/OpenSees/trunk

that server does not respond to checkout anymore is there any problem with?

svn://peera.berkeley.edu/usr/local/svn/OpenSees/trunk

use the above link

I am not really sure but try to use the nodes as follows,

Node *node1 = new Node(1, 6, ix, iy, iz);
Node *node2 = new Node(2, 6, jx, jy, jz);
Node *node3 = new Node(3, 6, kx, ky, kz);
Node *node4 = new Node(4, 6, lx, ly, lz);

with 5 parameters not 6.

this is one of the answers is given previously for the subject you mentioned. Re: stresses all over the element Postby fmk » Fri Dec 13, 2013 10:30 am you could apply stress extrapolation techniques to look at stresses at a number of points in the element. typically these techniques are used to extr...

Dear All,

Is it possible to model rigid zones at the end of the beam elements like we do in the sap2000 End-length offsets?

svn://peera.berkeley.edu/usr/local/svn/OpenSees/trunk

hi, ShellDKGQ gives the almost same result if i use the element only as plate element like in slab, but when i include the membrane forces as a shearwall in the element it really deviates from the SAP2000 results. Do you think there is a specific reason for this or i should get also the same results...

Dear Frank,

Do you plan to share Opensees Days 2016 presentations like you did before or you already did but i cant find them?

that wont be an elegant solution but what i would do is, at the end of your matlab text put something --end of file or something mark-- and in your tcl file make a while and like every 10 sec. read your file if it finds your mark that means your process has finished then exit the while and continue ...

no i meant to say use like old dos command prompt and just write > opensees.exe file.tcl