ViscoElastic nDMaterial

A forum dedicated to feature requests and the future direction of OpenSees, i.e. what would you like, what do you need, what should we explore

Moderators: silvia, selimgunay, Moderators

Post Reply
sjbrandenberg
Posts: 4
Joined: Mon Jul 17, 2006 11:45 am
Location: UCLA

ViscoElastic nDMaterial

Post by sjbrandenberg » Mon Jul 17, 2006 11:49 am

I am wondering if anyone has coded a visco-elastic nDMaterial. I am trying to do equivalent linear site response for soil in a way that is similar to SHAKE. That requires specifying a shear modulus and damping ratio for each soil type, hence global Rayleigh damping in combination with an ElasticIsotropic material is not an option.

Thanks,

Scott

sjbrandenberg
Posts: 4
Joined: Mon Jul 17, 2006 11:45 am
Location: UCLA

Post by sjbrandenberg » Fri Aug 11, 2006 1:48 pm

I just learned that you can assign different Rayleigh damping parameters to different elements using the region command. Thanks to Zhaohui Yang for pointing me in the right direction.

-Scott

Post Reply