Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe
Moderators: silvia , selimgunay , Moderators
sharareh
Posts: 6 Joined: Sat Nov 05, 2005 10:44 pm
Location: Iran
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by sharareh » Tue Nov 08, 2005 8:15 am
Hi, I have another question. When we say rayleigh damping doesn't consider truss and zerolength elements does it mean the stifness of these elements oare not considered in the total stiffness matrix?!
Sh. Javadian
silvia
Posts: 3909 Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
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by silvia » Tue Nov 08, 2005 9:05 am
damping and stiffness are independent.
stiffness is considered, but rayileigh damping isn't.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104