Search found 10 matches

by bandwidth0zero
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...
by bandwidth0zero
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 ?
by bandwidth0zero
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...
by bandwidth0zero
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.
by bandwidth0zero
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...
by bandwidth0zero
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...
by bandwidth0zero
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.
by bandwidth0zero
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?
by bandwidth0zero
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?
by bandwidth0zero
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 ...