modal responses

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

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azari
Posts: 14
Joined: Sun Jul 30, 2006 7:33 am

modal responses

Post by azari »

Hi,
I have a problem in getting responses of 1st, 2nd and 3rd modes.in the other words I want to get the modal responses. it would be great if some one can help me
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

you need to use the eigen option in the recorders, ask for all the nodes you want in the dof you want, for each eigenvalue.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
azari
Posts: 14
Joined: Sun Jul 30, 2006 7:33 am

Post by azari »

Dear Silvia,
thanks for your reply, I know you're busy with the workshop...I didnt get what you mean..I'm workinh on MPA and I need modal(1st, 2nd and 3rd mode)responses in order to combine them and get the final results such as story shear,overturnig moments,drifts...how can I get these parameters in the first 3 modes?
and also,how can I get the mode shapes?
thanks
Hoda Azari
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

look at the node recorder in the manual, it gives you the option for the eigen modes.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
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