forceBeamColumnCBDI

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mohsenkh
Posts: 27
Joined: Wed Apr 21, 2010 7:40 am

forceBeamColumnCBDI

Post by mohsenkh »

Dear

I would consider Pdelta in your model. I found element forceBeamColumnCBDI in the opensees community. I have some questions:
1) Dose this element consider the Pdelta effects?
2) Dose this element consider the nonlinear behavior?
3) Can any one introduce me reference which explain this element or example?

Best Regards;
Ameri
Posts: 64
Joined: Mon Nov 25, 2013 1:25 am
Location: Colorado State University

Re: forceBeamColumnCBDI

Post by Ameri »

mohsenkh,

I don't know why this element is not documented. Anyway, as far as I know (I hope Prof. Scott corrects me if I'm wrong!) -->

1) Yes, it considers both little and large P-Delta.
2) Of course it does! However, use this element just for 2D models.
3) You might find more information in Subversion Repositories, OpenSEES.

Good Luck
Ph.D. Student Researcher
Colorado State University
Civil & Environmental Engineering
Fort Collins, CO 80523, USA
amerikmr@engr.colostate.edu
mhscott
Posts: 880
Joined: Tue Jul 06, 2004 3:38 pm
Location: Corvallis, Oregon USA
Contact:

Re: forceBeamColumnCBDI

Post by mhscott »

Here is the formulation for linear-elastic material response:
http://dx.doi.org/10.1061/(ASCE)0733-9445(1998)124:6(704)

And here is one that talks a little about material nonlinear response:
http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0000757

See Remo D'Souza's Ph.D. thesis for full details
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