thanks, silva.silvia wrote:i'm a big fan of Crimson Editor, it is free, i really like it.
Search found 48 matches
- Wed Sep 24, 2008 9:22 am
- Forum: Documentation
- Topic: any Tcl editors software?
- Replies: 10
- Views: 16753
- Tue Sep 23, 2008 1:49 pm
- Forum: Documentation
- Topic: any Tcl editors software?
- Replies: 10
- Views: 16753
any Tcl editors software?
Thanks.
- Tue May 06, 2008 12:33 pm
- Forum: OpenSees.exe Users
- Topic: A question about Structural ID using OpenSees
- Replies: 6
- Views: 10779
silva, Thank you very much. You mean we can run Opensees through Matlab? How? If so, this will solve my problem. I can use my Identification program and run Opensees (Finite element model), in this process, I will send some values to OpenSees. And also some variables will be assigned new values to O...
- Mon May 05, 2008 8:24 pm
- Forum: OpenSees.exe Users
- Topic: A question about Structural ID using OpenSees
- Replies: 6
- Views: 10779
Thanks. I don't think OpenSees has the stuff to do identification / signal processing. If I can incorporate those stuff into opensees or make a link/interface between Opensees and some external softwares' command (e.g. Matlab), that will be great. I have considered this before, but Iam not familiar ...
- Mon May 05, 2008 4:29 pm
- Forum: OpenSees.exe Users
- Topic: A question about Structural ID using OpenSees
- Replies: 6
- Views: 10779
A question about Structural ID using OpenSees
I want to use Structural identification algorithms in the OpenSees. It needs signal processing commands from Matlab or if there are some in Opensees, it is better.
Could anybody let me know is this applicable?
Thanks.
Could anybody let me know is this applicable?
Thanks.
- Tue Feb 12, 2008 11:01 pm
- Forum: OpenSees.exe Users
- Topic: Ask for Suggestions: nonlinear FE model of Bridge
- Replies: 0
- Views: 2637
Ask for Suggestions: nonlinear FE model of Bridge
I want to do nonlinear Finite Element model analysis of a Bridge.
Which software is better? OpenSees or ABAQUS, AnSYS?
Thanks a lot!
Which software is better? OpenSees or ABAQUS, AnSYS?
Thanks a lot!
- Tue Mar 06, 2007 8:21 pm
- Forum: Feature Requests/Future Directions
- Topic: I am going to incorporate some new package into OpenSees
- Replies: 2
- Views: 8947
I am going to incorporate some new package into OpenSees
however, it is very difficult, cuz i need toolbox from other softwares, or I need to program it myself, which complicate the problems
- Sun Jan 22, 2006 2:17 pm
- Forum: Documentation
- Topic: how to do dynamic responses with (M, C, K known, and K varia
- Replies: 1
- Views: 6184
how to do dynamic responses with (M, C, K known, and K varia
how to do dynamic responses with (M, C, K known, and K variable),
Known: M,C,K(variable), input ( sinusoidal or earthquake wave)
To get response, using NewMark beta or wilson theta, etc.
Thanks!
Known: M,C,K(variable), input ( sinusoidal or earthquake wave)
To get response, using NewMark beta or wilson theta, etc.
Thanks!
- Thu Nov 17, 2005 8:35 pm
- Forum: OpenSees.exe Users
- Topic: who will go to U. Berkeley form LA to attend the hybrid simu
- Replies: 0
- Views: 2580
- Sun Aug 14, 2005 4:25 pm
- Forum: OpenSees.exe Users
- Topic: How to apply sinusoidal load to the truss?
- Replies: 1
- Views: 3581
How to apply sinusoidal load to the truss?
e.g. apply fx=sin(10*t+200) to the nodes in the truss
tks
tks
- Wed Jul 06, 2005 10:10 am
- Forum: OpenSees.exe Users
- Topic: Thinking about Incorporating a Modified Bouc-Wen Model into
- Replies: 0
- Views: 3098
Thinking about Incorporating a Modified Bouc-Wen Model into
I am thinking about Incorporate a Modified Bouc-Wen Model( with incremental form and finite formulation) into OpenSees.
not have much time to do this,
not have much time to do this,
- Wed Jun 08, 2005 2:12 pm
- Forum: OpenSees.exe Users
- Topic: does multi-support ground motion can only input disp?
- Replies: 2
- Views: 4666
- Tue Jun 07, 2005 6:04 pm
- Forum: OpenSees.exe Users
- Topic: Is this command right to get the EigenValue and Frequencies?
- Replies: 1
- Views: 3700
Is this command right to get the EigenValue and Frequencies?
# Calculate the Frequencies and Mode shapes set f [open mode.out a+] #statement line puts $f " Period Frequency" puts $f " T/sec Hz" set lambda [eigen 10] for {set i 0} {$i<10} {incr i 1} { set lambdaa [lindex $lambda $i] set omega [expr pow($lambdaa,0.5)] set Tperiod [expr 2*3.1...
- Tue Jun 07, 2005 4:31 pm
- Forum: OpenSees.exe Users
- Topic: How to get the frequency of a structure
- Replies: 1
- Views: 3799
How to get the frequency of a structure
what are the commands,,,
- Tue Jun 07, 2005 4:28 pm
- Forum: OpenSees.exe Users
- Topic: recorder
- Replies: 7
- Views: 8781