Search found 7 matches
- Fri Jul 04, 2008 4:55 pm
- Forum: OpenSees.exe Users
- Topic: what kind of element can be used to model the coupled spring
- Replies: 1
- Views: 2352
what kind of element can be used to model the coupled spring
Do you know, what kind of elemnt can be used to model a coupled spring matrix in opensees programe. The matrix can be shown in below table. coupled 6*6 spring Ux Uy Uz Rx Ry Rz Ux 519900 0 0 0 7195000 0 Uy 0 533500 0 -7325000 0 0 Uz 0 0 56440000 0 0 0 Rx 0 -7324000 0 6359000000 0 0 Ry 7195000 0 0 0 ...
- Fri Jun 13, 2008 5:45 pm
- Forum: OpenSees.exe Users
- Topic: A Bug in example "MomentCurvature3D.tcl "
- Replies: 3
- Views: 3899
I'm afraid your answer is not right for this problem
I've already change all "/2" into "/2.0"in my script, but it does not converaged still, in the window of the "cmd.exe",it shows that: opensees>analyze failed, returned: -3 error flag can't read "fmt1": no such variable while executing "format $fmt1" ...
- Fri Jun 13, 2008 5:15 am
- Forum: OpenSees.exe Users
- Topic: A Bug in example "MomentCurvature3D.tcl "
- Replies: 3
- Views: 3899
A Bug in example "MomentCurvature3D.tcl "
Hello, I 'm a Chinese postgraduate student, I think I found a bug in the Moment-curvature3D.tcl examples! when I copy the analyse part of the "Moment-curvature3D.tcl " to my script there shows some bug in it! Here give you my script! the problem is that: During the main proc "M-canaly...
- Thu May 01, 2008 3:50 am
- Forum: Useful Scripts.
- Topic: I make a Script to extract Mx from the result file?!
- Replies: 2
- Views: 6765
I make a Script to extract Mx from the result file?!
I make a script to extract Mx from the result file of the recorder but it is inefficient!, #get the moment around the z-axis from file " PierElement-Lf_$idaSa-E$earthquake.out" put them into PierElement-LMZ_$idaSa-E$earthquake.out" set start [open PierElement-Lf_$idaSa-E$earthquake.ou...
- Sat May 05, 2007 5:26 am
- Forum: OpenSees.exe Users
- Topic: some thing wrong with my script ,help me?
- Replies: 2
- Views: 3492
why are you so busy? You don't have any time to help me solve this problem? I've already change the your truss examples but it doesn't work the following is my changing of the examples , something wrong with it I realy need your help. # OpenSees Example 1.1 # OpenSees Primer # # Units: kips, in, sec...
- Thu May 03, 2007 7:58 pm
- Forum: OpenSees.exe Users
- Topic: some thing wrong with my script ,help me?
- Replies: 2
- Views: 3492
some thing wrong with my script ,help me?
# wipe; # clear opensees model model basic -ndm 2 -ndf 3; # 2 dimensions, 3 dof per node file mkdir ff; # create data directory node 1 0 0 node 2 10 10 node 3 20 20 node 4 30 30 node 5 40 40 node 6 50 50 node 7 60 60 node 8 70 70 node 9 80 80 node 10 90 90 node 11 100 100 fix 1 1 1 0; fix 11 1 1 0; ...
- Mon Apr 30, 2007 9:02 am
- Forum: OpenSees.exe Users
- Topic: how to assign P-delta force for a element?
- Replies: 1
- Views: 2831
how to assign P-delta force for a element?
I'm learning how to use the opensees,maybe the problem is fool. But,in SAP we can direct assign a p-delta force for a element in order to consider the geometry stiffness contribution to the elsatic stiffness. Do opensees has this kind of function? For example ,I'v already know the internal forces of...