Search found 5 matches

by elisa silvestri
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...
by elisa silvestri
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...
by elisa silvestri
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...
by elisa silvestri
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...
by elisa silvestri
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...