dynamic load application

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

Moderators: silvia, selimgunay, Moderators

Post Reply
giacomodemarie
Posts: 16
Joined: Fri May 11, 2007 3:20 am
Location: Politecnico di Torino

dynamic load application

Post by giacomodemarie »

Hi all,

How is it polssible to apply a dynamic load directly to a single dof? I have managed to find just how to apply support excitations!

Thanks!!!!
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

what's the difference?
if you use the mulitiple-support excitation, you can apply the dynamic load at as specific node -- it has to be a displacement history, though.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
Post Reply