Dear Dr. Terzic,
I sent an email to you by this subject: "doRayleigh command problem in the zero-length element".
Thank you.
Mohsen
Search found 8 matches
- Tue Jan 15, 2013 11:44 am
- Forum: OpenSees.exe Users
- Topic: a one story symmetric linear 3D frame
- Replies: 6
- Views: 5052
- Sat Jan 12, 2013 3:27 pm
- Forum: OpenSees.exe Users
- Topic: a one story symmetric linear 3D frame
- Replies: 6
- Views: 5052
Re: a one story symmetric linear 3D frame
Dear Vesna, I found that! In the case of rotating a zero-length element, If we want to assign damping to it, we should put "-doRayleigh 1" before the "-orient" command. So, the OpenSEES assigns damping correctly. This is especially important for those people who want to model ske...
- Fri Jan 11, 2013 4:03 am
- Forum: OpenSees.exe Users
- Topic: a one story symmetric linear 3D frame
- Replies: 6
- Views: 5052
Re: a one story symmetric linear 3D frame
Dear Vesna, Thank you for your comment. Actually, the problem was due to assigning the Rayleigh damping in the model. I did not put this command at the end of the zero-length element (-doRayleigh 1). However, I have another problem and would be grateful, if you investigate it. When I rotate a zero-l...
- Sat Jan 05, 2013 3:19 pm
- Forum: OpenSees.exe Users
- Topic: a one story symmetric linear 3D frame
- Replies: 6
- Views: 5052
a one story symmetric linear 3D frame
Dear Vesna, I modeled a one story symmetric linear 3D frame with 3 degrees of freedom in the OpenSEES. To model the linear substructure, I employed a zero-length element and put it right at the mass center of the model. I also assigned three elastic materials to the zero-length element along the X (...
- Tue Nov 27, 2012 2:00 pm
- Forum: OpenSees.exe Users
- Topic: Nonlinear SDoF with viscous
- Replies: 10
- Views: 10518
Re: Nonlinear SDoF with viscous
Dear "eugenio chioccarelli", Salam, In addition to the method Frank suggested you, you can also use "Elastic" materiel to add damping to your SDOF model. I myself used this method to model bearings. Please, care: Elastic Force = k(x)+c(dx/dt) uniaxialMaterial Steel01 $Tag1 $Fy $k...
- Tue Nov 27, 2012 1:35 pm
- Forum: OpenSees.exe Users
- Topic: closing the cmd.exe window after running OpenSEES
- Replies: 4
- Views: 5005
Re: closing the cmd.exe window after running OpenSEES
Dear Frank, Eventually, I found the cause of the problem :D . As I discovered (!), the "stop.exe" file, which is an executable file, must be put at the sub-folder of "bin" i.e. "C:\tcleditor\bin" beside the "OpenSees.exe" file. Although, I do not know that how...
- Sun Nov 25, 2012 4:24 am
- Forum: OpenSees.exe Users
- Topic: closing the cmd.exe window after running OpenSEES
- Replies: 4
- Views: 5005
Re: closing the cmd.exe window after running OpenSEES
fmk wrote: > you will need to find where the problem is in the script. try adding 2 > lines to the code near the start of the file. > and then keep moving these 2 lines further down the script until you find > the problem, i.e. your window goes away. > > puts "GOT HERE" > exit Dear Frank, ...
- Tue Nov 20, 2012 6:28 am
- Forum: OpenSees.exe Users
- Topic: closing the cmd.exe window after running OpenSEES
- Replies: 4
- Views: 5005
closing the cmd.exe window after running OpenSEES
Dear Silvia, Salam, I have a bit problem with running of OpenSEES. When I am running my code, in the end the cmd.exe window does not stay on the my laptop's screen and it is suddenly closed. I am not aware why it occurs. If you or any one else has had same problem and solved it, I would be very than...