Dear fmk,
are there news about the ModIMKPeakOriented material? In my case it works fine in static pushover analysis, but it gives underestimated results in time history analysis.
Many Thanks,
Chiara
Search found 6 matches
- Wed Feb 04, 2015 2:13 am
- Forum: OpenSees.exe Users
- Topic: Problem with ModIMKPeakOriented and ModIMKPinching materials
- Replies: 10
- Views: 12130
- Mon Dec 22, 2014 3:45 am
- Forum: Documentation
- Topic: Plastic Damage Material
- Replies: 0
- Views: 2447
Plastic Damage Material
Hello, I would like to use Lee and Fenves Plastic-Damage Concrete Model, to represent degradation in a fibre section model. I have seen that it should be already implemented in Opensees as PlasticDamageMaterial, but I cannot find it in the documentation and I don't understand which parameters should...
- Fri Jan 24, 2014 12:44 am
- Forum: OpenSees.exe Users
- Topic: database command on Mac
- Replies: 1
- Views: 1919
database command on Mac
Hello! I am using the database command to save and restore analyses. It was working on my windows 7 laptop, but when I used a Mac and I tried to make the saved files run again with the restore command, a "Bus error" came out. Could it be that this command doesn't work on Mac or is there an...
- Fri Nov 08, 2013 1:47 am
- Forum: OpenSees.exe Users
- Topic: load command usable with database command
- Replies: 2
- Views: 2415
Re: load command usable with database command
sorry, I forgot to say it, the ele load is beamUniform
- Thu Nov 07, 2013 5:11 am
- Forum: OpenSees.exe Users
- Topic: load command usable with database command
- Replies: 2
- Views: 2415
load command usable with database command
Hi, I am trying to restore a model using the database command, but it gives me this error: FileDatastore::recvID() - failed LoadPattern::recvSelf - channel failed to recv the EleLoad ID Domain::recv - LoadPattern with dbTag 19327 failed to recvSelf FE_Datastore::restoreState - domain failed to recvS...
- Wed Jul 03, 2013 5:50 am
- Forum: OpenSees.exe Users
- Topic: periods for bidirectional pushover analysis
- Replies: 0
- Views: 1607
periods for bidirectional pushover analysis
Hi, I am modelling a simple 3D structure, 1 storey, 2 bays in one direction and 3 in the perpendicular direction, and I am running a pushover analysis in the two directions simultaneously. I would like to get the periods of the structure at every step of the pushover analysis, but the results I got ...