Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe
Moderators: silvia , selimgunay , Moderators
davidjingyu
Posts: 10 Joined: Sat Mar 29, 2008 3:35 am
Location: Southeast Univ
Post
by davidjingyu » Fri Mar 27, 2009 10:15 pm
Dear Dr.silvia:
I have a question about P-delta effects.
If I want to consider P-delta effect while dealing with pushover analysis, should i just modify the command:
geomTransf Linear 1
to
geomTransf LinearWithPDelta 1
(in Opensees V2.1.0)
When this modification is done, the result changes much compared with No P-delta effect.
So I wonder whether it is right.
Thank you very much.
david
silvia
Posts: 3909 Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:
Post
by silvia » Fri Mar 27, 2009 10:17 pm
does it change or not?
try PDelta as the argument, just as the manual says:
opensees.berkeley.edu/OpenSees/manuals/usermanual/
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
silvia
Posts: 3909 Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:
Post
by silvia » Fri Mar 27, 2009 10:52 pm
also, if either the Ps or the Deltas are small the effect can be insignificant.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
davidjingyu
Posts: 10 Joined: Sat Mar 29, 2008 3:35 am
Location: Southeast Univ
Post
by davidjingyu » Fri Mar 27, 2009 11:14 pm
It changes a lot beyond my expected
So i wonder whether there is other command that can control pdelta effects.
silvia
Posts: 3909 Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:
Post
by silvia » Fri Mar 27, 2009 11:42 pm
check your model.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104