Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe
Moderators: silvia, selimgunay, Moderators
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raham
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by raham » Thu Oct 20, 2005 1:43 am
How can I model a viscose damper as an element between two nodes with no stiffness?
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fmk
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by fmk » Thu Oct 20, 2005 7:27 am
use a truss element with the viscous material.
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raham
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by raham » Thu Oct 20, 2005 10:27 am
thanks for your help , but i want to know if we can make the stiffness zero?because i want to have pure damper.
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fmk
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by fmk » Thu Oct 20, 2005 1:10 pm
the stiffness in that truss will be 0 if you use the ViscusMaterial .. browse the source code
to see for yourself
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silvia
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by silvia » Fri Oct 21, 2005 2:25 am
could you use a zero-length element with the viscous material if the length of your damper is negligible?
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
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raham
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by raham » Sun Oct 23, 2005 11:59 am
Thanks for your help , that must be a good idea.