Report DSO-07-03 Problems Encountered from the Use (or Misuse) of Rayleigh Damping Dam Safety Technology Development Program U.S. Department of the Interior Bureau of Reclamation Technical Service Center Denver, Colorado December 2007 Problems encountered from the use (or misuse) of Rayleigh damping John F. Hall *,† Department of Civil Engineering, Caltech, Pasadena CA SUMMARY Rayleigh damping is commonly used to provide a source of energy dissipation in analyses of structures responding to dynamic loads such as earthquake ground motions. In a finite element model, the Rayleigh damping matrix consists of a mass-proportional part and a stiffness-proportional part; the latter typically uses the initial linear stiffness matrix of the structure. Under certain conditions, for example, a nonlinear analysis with softening nonlinearity, the damping forces generated by such a matrix can become unrealistically large compared to the restoring forces, resulting in an analysis being unconservative. Potential problems are demonstrated in this paper through a series of examples. A remedy to these problems is proposed in which bounds are imposed on the damping forces. KEY WORDS: Rayleigh damping; nonlinear dynamic analysis; earthquake ground motion * Correspondence to: John F. Hall, Department of Civil Engineering, Mail Code 104-44, California Institute of Technology, Pasadena, CA † E-mail:
[email protected] 1 INTRODUCTION Numerical models of vibrating structures account for three sources of energy dissipation through nonlinear restoring forces, energy radiation, and damping in the structure. In most applications, energy dissipation is desirable since it reduces the level of response. Since too much energy dissipation can be unconservative, accurate representation in a model is important.