How can I choose the best system command for my analysis?

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

Moderators: silvia, selimgunay, Moderators

Post Reply
jionny203
Posts: 20
Joined: Thu Mar 23, 2006 2:16 pm

How can I choose the best system command for my analysis?

Post by jionny203 »

How can I choose the best system command for my analysis?
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

do you really have such a big system of equations?
otherwise, i think any will work fine.
i'll ask boris to give his thought.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
jionny203
Posts: 20
Joined: Thu Mar 23, 2006 2:16 pm

Post by jionny203 »

Excuse me Silvia, but I do the same analysis and I change only system command. The curve base shear - displacement change if I use UmfPack and SparseSPD or other system command.
therefor I would want to understand how choose the system command.
Is there any references on this topics?
thanks for help.
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

it changes? i guess it means that your stiffness is not spd.
have you done an eigenvalue analysis to check your fundamental periods?


can you please mail me your files? opensees-support @berkeley.edu

i'd try to google the documentation on these, as they come from mathematical packages, from what i understand.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
jionny203
Posts: 20
Joined: Thu Mar 23, 2006 2:16 pm

Post by jionny203 »

But in the manual say taht UmfPackSOE construct general sparse system of equations. Why the result is same SparseSPD.
I send you mail with my file.
thanks for reply in advance.
jionny203
Posts: 20
Joined: Thu Mar 23, 2006 2:16 pm

Post by jionny203 »

Ahh!! another question but why I must check fondamental periodo of structure?
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

it's a good way to check whether your model matches your hand calculations..
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
jionny203
Posts: 20
Joined: Thu Mar 23, 2006 2:16 pm

Post by jionny203 »

Excuse me Silvia I send you the file, it arrive.
tahnks for help.
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

yeah, i'm sorry, but i'm preparing for a meeting for today, i'll try to look over your files later today or monday. (please send me an email on monday to check)
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
jionny203
Posts: 20
Joined: Thu Mar 23, 2006 2:16 pm

Post by jionny203 »

ok, thanks
Post Reply