viscous-elastic artificial boundary

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

Moderators: silvia, selimgunay, Moderators

Post Reply
XIEWENBO
Posts: 13
Joined: Thu Dec 10, 2015 4:36 am
Location: lanzhou university

viscous-elastic artificial boundary

Post by XIEWENBO » Thu Dec 10, 2015 5:21 am

Please tell me
How to set up the viscoelastic artificial boundary

Jhno
Posts: 214
Joined: Sat May 05, 2012 2:55 pm
Location: Laval

Re: viscous-elastic artificial boundary

Post by Jhno » Thu Dec 10, 2015 10:22 am

There are many ways to do it, and it depends on what you wishes to do (what type of problem are you trying to solve).
For example, you create proto node (those are the same as other node, I simply use a diff name to remind me that they aren't really part of the model) at the same geometric position (x,y and z) as that of your boundary node. Then you define zerolength elements and assign them material properties that matches your needs (damper, spring, DOF you need, etc).
Hope it helps. :mrgreen:

XIEWENBO
Posts: 13
Joined: Thu Dec 10, 2015 4:36 am
Location: lanzhou university

Re: viscous-elastic artificial boundary

Post by XIEWENBO » Fri Dec 11, 2015 11:06 pm

:D Thank you very much for you can reply to my question,,I'd like to add two dimensional viscoelastic artificial boundary,Can you tell me the specific steps,Such as the selection of materials, selection of parameters..Soil quadrilateral element is selected.....

fmk
Site Admin
Posts: 5883
Joined: Fri Jun 11, 2004 2:33 pm
Location: UC Berkeley
Contact:

Re: viscous-elastic artificial boundary

Post by fmk » Mon Dec 14, 2015 10:57 am

zeroLength with a viscous material .. have a look at the example:
http://opensees.berkeley.edu/wiki/index ... nalysis%29

Post Reply