Search found 5 matches
- Fri Apr 22, 2011 1:51 am
- Forum: OpenSees.exe Users
- Topic: PROBLEM WITH VERSIONS 2.2.2 AND 2.2.0!!
- Replies: 2
- Views: 3182
PROBLEM WITH VERSIONS 2.2.2 AND 2.2.0!!
Good afternoon everybody!! I've got a problem with the new versions 2.2.2 and 2.2.0. I'm using Opensees Navigator 2.4.2 and Tcl 8.5.6. I would use the new version of Opensees, because I'm interested in the new material "ImpactMaterial" to represent bridges' pounding. The problem is this: w...
- Tue Apr 12, 2011 7:14 am
- Forum: OpenSees.exe Users
- Topic: version 2.2.2
- Replies: 3
- Views: 3166
version 2.2.2
Good afternoon everybody!! I've got a problem with the new version 2.2.2. I'm using Opensees Navigator 2.4.2 and Tcl 8.5.6. I would use the new version of Opensees, because I'm interested in the new material "ImpactMaterial" to represent bridges' pounding. The problem is this: when I do th...
- Wed Feb 02, 2011 1:47 am
- Forum: OpenSees.exe Users
- Topic: timeseries integrator
- Replies: 5
- Views: 4365
Re: timeseries integrator
Thank you very much!! I'll try to do it with matlab, I hope I'll be able to do it.. Anyway, I tried to do it with the time series integrator in this way: (one of the files "load pattern": # LoadPattern_3.tcl # LoadPattern "SismaLong01g": patternTag pattern MultipleSupport 3 { # G...
- Tue Feb 01, 2011 12:16 am
- Forum: OpenSees.exe Users
- Topic: timeseries integrator
- Replies: 5
- Views: 4365
Re: timeseries integrator
I'm studying for my thesis a bridge, modeled with pile foundations. To simulate the earthquake motion, I used the load pattern "multiple support" (with "plan ground motion" and "imposed motion SP"). The command "plan ground motion" requires three series: one f...
- Sat Jan 29, 2011 11:49 am
- Forum: OpenSees.exe Users
- Topic: timeseries integrator
- Replies: 5
- Views: 4365
timeseries integrator
Hi everyone! I have a question,if it's possible: how can I write the timeseries integrator in the load pattern.tcl file? The fact is that I have only the acceleration's file for the plain ground motion and I would integrate the velocities and the displacements from the accelerations. Thank you so mu...