It has been shown in different studies that the result of the solution by Method of Multiple scales is a bit off the numerically simulated result. Where does this error come from?
What has been neglected in the frequency domain solution that causes this?
Is there any way to improve it or the answer is the best we can get using this approach?
For an example, take a look at the Fig. 15 of the paper: "Nonlinear vibration suppression of flexible structures using nonlinear modified positive position feedback approach"
http://link.springer.com/article/10.1007/s11071-014-1706-5#page-1