A Modal Perturbation Method for Eigenvalue Problem of Non-Proportionally Damped System

Abstract

The non-proportionally damped system is very common in practical engineering structures. The dynamic equations for these systems, in which the damping matrices are coupled, are very time consuming to solve. In this paper, a modal perturbation method is proposed, which only requires the first few lower real mode shapes of a corresponding undamped system to obtain the complex mode shapes of non-proportionally damped system. In this method, an equivalent proportionally damped system is constructed by taking the real mode shapes of a corresponding undamped system and then transforming the characteristic equation of state space into a set of nonlinear algebraic equations by using the vibration modes of an equivalent proportionally damped system. Two numerical examples are used to illustrate the validity and accuracy of the proposed modal perturbation method. The numerical results show that: (1) with the increase of vibration modes of the corresponding undamped system, the eigenvalues and eigenvectors monotonically converge to exact solutions; (2) the accuracy of the proposed method is significantly higher than the first-order perturbation method and proportional damping method. The calculation time of the proposed method is shorter than the state space method; (3) the method is particularly suitable for finding a few individual orders of frequency and mode of a system with highly non-proportional damping.

Research on Damping Engagement Methodology in Dynamic Analysis of Isolated Structure

“…Because of the huge difference of material properties between the isolation layer and the superstructure, nonproportional damping was used in both Rayleigh and Caughey damping [32][33][34]. In this method, for the two parts of the system, the damping matrix is constructed by Rayleigh damping or Caughey damping and then assembled into the damping matrix of the entire structure [35,36].…”