Search found 103 matches
- Wed Apr 18, 2012 3:59 pm
- Forum: OpenSees.exe Users
- Topic: why the record in the lastest version no headings and all
- Replies: 11
- Views: 2989
Re: why the record in the lastest version no headings and al
Thanks for your help again, Vesna. I would try wipe command more carefully. In fact, I have added this command in records.tcl or after soucing ModelS.tcl. Well, it doesn't work. the problem is that static analysis in 2.3.2 can not provide enough data for dynamic analysis as that in 1.7.2. The dynami...
- Sun Apr 15, 2012 3:03 pm
- Forum: OpenSees.exe Users
- Topic: why the record in the lastest version no headings and all
- Replies: 11
- Views: 2989
Re: why the record in the lastest version no headings and al
now I run static analysis only, and found the data lines in the XXXXfy_cols.out from version 2.3.2 is 17 lines less than that from version 1.7.2. I am trying to find out the reason.
- Sat Apr 14, 2012 10:07 pm
- Forum: OpenSees.exe Users
- Topic: why the record in the lastest version no headings and all
- Replies: 11
- Views: 2989
Re: why the record in the lastest version no headings and al
first, the recorder in version 2.3.2 is not compatible with that in version 1.7.2 on the options headings and all...
but when I remove them, I still met new warning.
but when I remove them, I still met new warning.
- Sat Apr 14, 2012 7:24 am
- Forum: OpenSees.exe Users
- Topic: why the record in the lastest version no headings and all
- Replies: 11
- Views: 2989
why the record in the lastest version no headings and all
the higher version should be compatible with the lower version.version 1.7.2 has recorders with options -headings -all I found some opensees code,such as the codes with PEER report by PH.D.Mackie and his colleagues, that can work well in 1.7.2 ,can not run on platform version 2 and above. why? I rea...
- Fri Apr 13, 2012 4:43 pm
- Forum: OpenSees.exe Users
- Topic: about the recorder
- Replies: 3
- Views: 1011
Re: about the recorder
vesna wrote: > the data are written into files after the analysis is completed and the > model closed (which happens after you issue wipe command after the > analysis). it may be that you are doing something different than this. Dear Vesna: how can I deal with this problem during batch processing? w...
- Wed Mar 21, 2012 9:49 pm
- Forum: Feature Requests/Future Directions
- Topic: Damage Model can not be used in OpenSEES 2.3.1
- Replies: 2
- Views: 6785
Re: Damage Model can not be used in OpenSEES 2.3.1
yeah, I am reading this part too.
from warning, the value in setResponse is zero, and the program exit when sourcing.
from warning, the value in setResponse is zero, and the program exit when sourcing.
- Tue Jan 17, 2012 11:15 pm
- Forum: OpenSees.exe Users
- Topic: about the recorder
- Replies: 3
- Views: 1011
Re: about the recorder
thanks a lot, Vesna.
- Sat Jan 07, 2012 8:51 am
- Forum: OpenSees.exe Users
- Topic: about the recorder
- Replies: 3
- Views: 1011
about the recorder
I found that recorder still collect the last portion of data when the analysis has been done. So the data is not complete when dealing with the reults,which make the post process failed. why some remain results is appended into the recording file after wipe command is executed? how can I deal with t...
- Sun Sep 25, 2011 8:06 am
- Forum: OpenSees.exe Users
- Topic: no results in section 1 or 2 for element recorder, why?
- Replies: 1
- Views: 566
no results in section 1 or 2 for element recorder, why?
no stress-strain results in section 1 or 2 for element recorder, why?
the results can be recorded except section 1 and 2.
it seesm that there's no such problem for circular seciton.
I knew another met the same situation,
why? Who could give me some advice?
Thanks!
the results can be recorded except section 1 and 2.
it seesm that there's no such problem for circular seciton.
I knew another met the same situation,
why? Who could give me some advice?
Thanks!
- Thu Sep 01, 2011 7:36 am
- Forum: OpenSees.exe Users
- Topic: why she cannot run through that time history analysis
- Replies: 2
- Views: 671
Re: why she cannot run through that time history analysis
Thanks, Vesna!
She performed time history analysis with a set of ground motions. Three of them gave that warnings above and failed.
the problem seems to be solved by decreasing the length of the time step? she solved it by chance...
But do not know the reason.
Cheers
She performed time history analysis with a set of ground motions. Three of them gave that warnings above and failed.
the problem seems to be solved by decreasing the length of the time step? she solved it by chance...
But do not know the reason.
Cheers
- Wed Aug 31, 2011 6:10 am
- Forum: OpenSees.exe Users
- Topic: why she cannot run through that time history analysis
- Replies: 2
- Views: 671
why she cannot run through that time history analysis
one of my friends told me that she cannot accomplish a time history analysis with any intergration method.
the Warning message is
matrix::solve<>- out of memory creating work area's
I have not met such problem yet
the Warning message is
matrix::solve<>- out of memory creating work area's
I have not met such problem yet
- Fri Aug 12, 2011 6:48 pm
- Forum: OpenSees.exe Users
- Topic: how to use load control and displacement contol
- Replies: 4
- Views: 1467
Re: how to use load control and displacement contol
thanks for your tips!
your code enlightens me a lot!!! very helpful!
Thank you, Vesna.
your code enlightens me a lot!!! very helpful!
Thank you, Vesna.
- Fri Aug 12, 2011 6:19 pm
- Forum: OpenSees.exe Users
- Topic: why Rectangular section is more difficult to calculate
- Replies: 2
- Views: 938
Re: why Rectangular section is more difficult to calculate
thank you for your help, Vesna.
I will try it according to your advice!
I will try it according to your advice!
- Fri Aug 12, 2011 5:05 am
- Forum: OpenSees.exe Users
- Topic: recording stressstrain is empty, why?
- Replies: 7
- Views: 2597
Re: recording stressstrain is empty, why?
I will change to circular section.
I guess it would show something new.
I guess it would show something new.
- Fri Aug 12, 2011 4:13 am
- Forum: OpenSees.exe Users
- Topic: how can I decrease the displacement step cotrol automaticall
- Replies: 2
- Views: 869
Re: how can I decrease the displacement step cotrol automati
thank you,Vesna!
I will try it!
I will try it!