Search found 10 matches
- Sat Feb 04, 2017 5:02 am
- Forum: OpenSees.exe Users
- Topic: Simple Model - Simple Problem?
- Replies: 8
- Views: 6400
Re: Simple Model - Simple Problem?
Sorry for the double post. I discovered the source of the problem: using num_fiby x num_fibz = 100 x 99 [or less] runs without problem. Using 100 x 100 fibers crashes...
- Fri Feb 03, 2017 8:12 am
- Forum: OpenSees.exe Users
- Topic: Simple Model - Simple Problem?
- Replies: 8
- Views: 6400
Re: Simple Model - Simple Problem?
upd: OpenSees crashes right after the 1st step of the Lateral Loads analysis, whatever loads I apply. If I write "analyze 1" there is no problem.
Any ideas ?
Any ideas ?
- Tue Jan 31, 2017 4:46 am
- Forum: OpenSees.exe Users
- Topic: Simple Model - Simple Problem?
- Replies: 8
- Views: 6400
Re: Simple Model - Simple Problem?
Thank you Dr. Mc Kenna for your reply. The problem is caused by the fiber Section OR/AND Section Aggregator, with an elastic 3D section works fine. I tried all the possible ways to create a fiber Section [patch rect, patch quad] and all kinds of elements [forceBeam, nonlinearBeam etc] I tried also t...
- Thu Jan 26, 2017 7:08 am
- Forum: OpenSees.exe Users
- Topic: Simple Model - Simple Problem?
- Replies: 8
- Views: 6400
Re: Simple Model - Simple Problem?
This error message appears with every pattern I tried, before the beginning of the analysis [dead loads have no issue]. The weird thing is that opensees.exe stops working.
- Tue Jan 24, 2017 1:10 pm
- Forum: OpenSees.exe Users
- Topic: Simple Model - Simple Problem?
- Replies: 8
- Views: 6400
Re: Simple Model - Simple Problem?
wipe model BasicBuilder -ndm 3 -ndf 6 #Input Data set path Results_CANTI_SP file mkdir $path logFile log_cant_SP.txt #Geometry set L 3.0; set bcol 0.4 ; set hcol 0.4 ; # set nGP_col 6 set sectag_c 1 set GeomTransfType Corotational # Materials # Steel set fy 500.0e3; set Es 200.0e6; set b 0.001 uniax...
- Sat Jan 21, 2017 9:52 am
- Forum: OpenSees.exe Users
- Topic: Simple Model - Simple Problem?
- Replies: 8
- Views: 6400
Simple Model - Simple Problem?
Hi everyone. I'm trying to impose displacement pattern at a cantilever's (3d - 6 dofs) free end : pattern Plain 2 "Series -dt $dt -filePath $filename -factor $factor" { sp 2 1 1.0 } The integrator is LoadControl, and I use constraints "Penalty". I am getting the error message: &q...
- Tue Nov 15, 2016 12:05 pm
- Forum: OpenSees.exe Users
- Topic: analysis skips initial branch of pushover curve
- Replies: 2
- Views: 3035
Re: analysis skips initial branch of pushover curve
Try using Concrete02 material instead of Concrete01, but be careful with your model... I have issues applying Concrete02 with some combinations of GPs per element, sub elements etc ... I realized that using more elements or more G.P per element may cause premature failure.
- Thu Nov 10, 2016 1:23 am
- Forum: OpenSees.exe Users
- Topic: monotonic loading analysis of RCC beam
- Replies: 4
- Views: 4308
Re: monotonic loading analysis of RCC beam
Same issue (2-stories frame) with Concrete02, works fine with 01. Any suggestion?
- Fri Oct 21, 2016 3:30 pm
- Forum: OpenSees.exe Users
- Topic: Parametrical push-over
- Replies: 3
- Views: 3035
Re: Parametrical push-over
Thank you fmk! So, "reset" command doesn't wipe previous results?
- Wed Oct 19, 2016 5:36 pm
- Forum: OpenSees.exe Users
- Topic: Parametrical push-over
- Replies: 3
- Views: 3035
Parametrical push-over
I' m trying to execute a parametrical push-over (for example different axial load each time), so a loop is needed. I 'm having problem at the end of the first loop, where I must wipe last's analysis results, close recorders and proceed to the next loop... I tried "remove recorders" or/and ...