Search found 4 matches
- Fri Jan 28, 2011 7:48 am
- Forum: OpenSees.exe Users
- Topic: Strange seismic response on high frame building
- Replies: 14
- Views: 15760
Re: Strange seismic response on high frame building
Dear all... I’m having similar problems with concrete 06. In cyclic behavior, particularly after an unloading branch, the monitored fiber defined in the model presents positive strains and negative stress. I defined my parameters in SI units. Do you think that this could be the problem and i need to...
- Fri Jan 07, 2011 8:15 am
- Forum: OpenSees.exe Users
- Topic: impose displacement
- Replies: 4
- Views: 4241
Re: impose displacement2
Dear vesna.
I used the gettime comand and a variable to limit the time inside the while cycle...problem solved.
thanks for your help...
I used the gettime comand and a variable to limit the time inside the while cycle...problem solved.
thanks for your help...
- Fri Jan 07, 2011 1:16 am
- Forum: OpenSees.exe Users
- Topic: impose displacement
- Replies: 4
- Views: 4241
Re: impose displacement
Dear Vesna: I made a material library script that I source for other scripts and always have the expected form in the curve. In the steel 02 model, the unloading zone is a straight line instead of the curve that Menegotto Pinto (or Prof. Filippou implementation) R parameter defines. I have very smal...
- Thu Jan 06, 2011 3:46 am
- Forum: OpenSees.exe Users
- Topic: impose displacement
- Replies: 4
- Views: 4241
impose displacement
Dear all: I want to impose a curvature history to a zero length element in order to analyse the corresponding moment-curvature response. The curvature history doesn’t present regular increments. I made a for each cycle for the n incremental curvatures of the history and i used the cyclic static anal...