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- Tue Mar 11, 2014 4:08 am
- Forum: Framework
- Topic: Problem in Newmark method Implementation
- Replies: 4
- Views: 3799
Re: Problem in Newmark method Implementation
I am also working on a 2-D SDOF dynamic problem with only one zerolength element subjected to a point load P(t). The material has bilinear stiffness, k_elastic and k_plastic. The main problem here is that the mass of this system is not constant, which is to say I have to calculate equivalent mass. T...