Combined state and parameter identification of nonlinear structural dynamical systems based on Rao-Blackwellization and Markov chain Monte Carlo simulations. (1st March 2018)

• Record Type: Journal Article
• Authors: Abhinav, S.; Manohar, C.S.
• Is Part Of: Mechanical systems and signal processing. Volume 102(2018)
• Page Start: 364
• Page End: 381
• Publication Date: 2018-03-01
• Subjects: Combined state and parameter estimation -- Rao-Blackwellization -- Markov chain Monte Carlo simulation -- Modified measurement model -- Vehicle-structure interaction; Structural dynamics -- Periodicals; Vibration -- Periodicals; Constructions -- Dynamique -- Périodiques; Vibration -- Périodiques; Structural dynamics; Vibration; Periodicals; 621
• DOI: 10.1016/j.ymssp.2017.09.035
• Languages: English
• ISSNs: 0888-3270

Abstract

Highlights: A novel combined state and parameter estimation method is developed. Rao-Blackwellization is adopted to estimate hidden states and likelihood. MCMC samplers based on modified measurement models are used. An importance sampling based computationally efficient corrector step is proposed. Illustrations on numerical/experimental linear/nonlinear systems are provided. Abstract: The problem of combined state and parameter estimation in nonlinear state space models, based on Bayesian filtering methods, is considered. A novel approach, which combines Rao-Blackwellized particle filters for state estimation with Markov chain Monte Carlo (MCMC) simulations for parameter identification, is proposed. In order to ensure successful performance of the MCMC samplers, in situations involving large amount of dynamic measurement data and (or) low measurement noise, the study employs a modified measurement model combined with an importance sampling based correction. The parameters of the process noise covariance matrix are also included as quantities to be identified. The study employs the Rao-Blackwellization step at two stages: one, associated with the state estimation problem in the particle filtering step, and, secondly, in the evaluation of the ratio of likelihoods in the MCMC run. The satisfactory performance of the proposed method is illustrated on three dynamical systems: (a) a computational model of a nonlinear beam-moving oscillator system, (b) a laboratory scale beam traversed by a loaded trolley, and (c) an earthquake shake table study on a bending-torsion coupled nonlinear frame subjected to uniaxial support motion.