Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe
Moderators: silvia , selimgunay , Moderators
giacomovincenzo
Posts: 39 Joined: Thu Feb 21, 2008 6:44 am
Location: Politecnico di Torino
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by giacomovincenzo » Mon Jul 21, 2008 7:34 am
Hi all!
Is it possible to output the global stiffness matrix of a model at a certain time-step?!
Thanks!!!
Giacomo
fmk
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Posts: 5884 Joined: Fri Jun 11, 2004 2:33 pm
Location: UC Berkeley
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by fmk » Mon Jul 21, 2008 10:25 am
not at the moment .. you could always
go into one of the system of equation objects and make the change yourself in the source code.
giacomovincenzo
Posts: 39 Joined: Thu Feb 21, 2008 6:44 am
Location: Politecnico di Torino
Post
by giacomovincenzo » Tue Jul 22, 2008 9:07 am
Thanks for your kind answer!
Unfortunately I really don't know how to manage the source code. Can you give me any reference about this subject?!
Thanks!!!
Giacomom
fmk
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Posts: 5884 Joined: Fri Jun 11, 2004 2:33 pm
Location: UC Berkeley
Contact:
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by fmk » Tue Jul 22, 2008 9:57 am
why don't you have a look at the source code for one of the solvers .. BandSPD is pretty simple .. you basically at a solve want to print out the contents of the matrix.
if it looks way too complicated you need to learn some basic C and C++ programming!