damping

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

Moderators: silvia, selimgunay, Moderators

Post Reply
srisri_iitk
Posts: 43
Joined: Wed Oct 25, 2006 9:29 pm
Location: IIT KANPUR

damping

Post by srisri_iitk »

How can we define a constant damping ratio with rayleigh damping?
Is it possible to define constant damping ratio for all modes?
can any body suggest me to define 4 constants in rayleigh command
srikanth deevi
IIT Kanpur
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

the ratio is constant.
see the manual to see which ones they are.
you need to decide if you want to do mass-prop damping, and then choose only one of the stiffness-prop damping values, depending on which stiffness matrix you want to use.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
Post Reply