Search found 50 matches
- Wed May 08, 2019 12:57 am
- Forum: OpenSees.exe Users
- Topic: Stresses are not correct in Shell DKGQ element
- Replies: 14
- Views: 10509
- Thu May 02, 2019 11:34 pm
- Forum: OpenSees.exe Users
- Topic: Stresses are not correct in Shell DKGQ element
- Replies: 14
- Views: 10509
Re: Stresses are not correct in Shell DKGQ element
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.
- Sun Oct 07, 2018 1:33 am
- Forum: Framework
- Topic: SVN Problem
- Replies: 13
- Views: 15435
Re: SVN Problem
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.
https://github.com/OpenSees
No more svn, instead they are using Git.
- Sat Sep 08, 2018 12:17 am
- Forum: Framework
- Topic: SVN Problem
- Replies: 13
- Views: 15435
Re: SVN Problem
No it is not working, long time i could not get connected and i have no firewall in my network.
- Mon Aug 13, 2018 1:35 am
- Forum: Framework
- Topic: SVN Problem
- Replies: 13
- Views: 15435
Re: SVN Problem
I think it is still not solved.
- Fri Jul 27, 2018 11:23 pm
- Forum: Framework
- Topic: How to Checkout Repo
- Replies: 11
- Views: 15122
Re: How to Checkout Repo
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
that server does not respond to checkout anymore is there any problem with?
- Mon Nov 27, 2017 10:58 pm
- Forum: Framework
- Topic: dowload developer
- Replies: 2
- Views: 3755
Re: dowload developer
svn://peera.berkeley.edu/usr/local/svn/OpenSees/trunk
use the above link
use the above link
- Tue Nov 07, 2017 9:16 pm
- Forum: Framework
- Topic: problem in Using opensees with C++
- Replies: 3
- Views: 5002
Re: problem in Using opensees with C++
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.
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.
- Thu Aug 31, 2017 10:34 am
- Forum: OpenSees.exe Users
- Topic: Disp Beam Column elemnt - Element strains at nodes
- Replies: 1
- Views: 2492
Re: Disp Beam Column elemnt - Element strains at nodes
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...
- Sun Apr 16, 2017 2:58 am
- Forum: OpenSees.exe Users
- Topic: Rigid zones in the beam ends
- Replies: 2
- Views: 3160
Rigid zones in the beam ends
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?
Is it possible to model rigid zones at the end of the beam elements like we do in the sap2000 End-length offsets?
- Tue Mar 28, 2017 9:17 pm
- Forum: Framework
- Topic: How to Checkout Repo
- Replies: 11
- Views: 15122
Re: How to Checkout Repo
svn://peera.berkeley.edu/usr/local/svn/OpenSees/trunk
- Sun Dec 04, 2016 4:05 am
- Forum: OpenSees.exe Users
- Topic: Shell DKGQ vs SAP2000
- Replies: 1
- Views: 2300
Shell DKGQ vs SAP2000
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...
- Wed Oct 26, 2016 4:30 am
- Forum: OpenSees.exe Users
- Topic: OpenSees Days 2016
- Replies: 0
- Views: 2280
OpenSees Days 2016
Dear Frank,
Do you plan to share Opensees Days 2016 presentations like you did before or you already did but i cant find them?
Do you plan to share Opensees Days 2016 presentations like you did before or you already did but i cant find them?
- Sun Oct 09, 2016 1:57 am
- Forum: OpenSees.exe Users
- Topic: How Wait for Matlab subprocess in opensees(Tcl programming)
- Replies: 7
- Views: 7800
Re: How Wait for Matlab subprocess in opensees(Tcl programmi
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 ...
- Fri May 20, 2016 11:26 pm
- Forum: OpenSees.exe Users
- Topic: OpenSees exits immediately after running file!
- Replies: 5
- Views: 4535
Re: OpenSees exits immediately after running file!
no i meant to say use like old dos command prompt and just write > opensees.exe file.tcl