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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avytin
- Posts: 75
- Joined: Fri Dec 08, 2006 5:41 pm
- Location: MiT
Post
by avytin » Tue May 06, 2008 1:30 pm
how do i apply fixed pore pressure conditions in the nodes of a quadup element? Is it valid to use
an imposedmotion at dof 3 by using a groundmotion command with a constant velocity??
e.g. for node 1862
pattern MultipleSupport 3 {groundMotion 1 Plain -vel $Timeseries1862
imposedMotion 1862 3 1
}
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avytin
- Posts: 75
- Joined: Fri Dec 08, 2006 5:41 pm
- Location: MiT
Post
by avytin » Fri May 16, 2008 11:37 am
I also checked with the creators of the up elements, and this is supposed to work fine if combined with Transformation constraint setting. My results verify this method of applying pore pressure.