2020
DOI: 10.3390/vibration3030020
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Bayesian Joint Input-State Estimation for Nonlinear Systems

Abstract: This work suggests a solution for joint input-state estimation for nonlinear systems. The task is to recover the internal states of a nonlinear oscillator, the displacement and velocity of the system, and the unmeasured external forces applied. To do this, a Gaussian process latent force model is developed for nonlinear systems. The model places a Gaussian process prior over the unknown input forces for the system, converts this into a state-space form and then augments the nonlinear system with these addition… Show more

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Cited by 12 publications
(11 citation statements)
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References 29 publications
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“…This paper has sought to understand the performance of a nonlinear input-state estimation methodology proposed in [1] when the nonlinear system contains a hysteretic nonlinearity. A Bouc-Wen system was chosen as a typical example of such a nonlinear dynamic model.…”
Section: Discussionmentioning
confidence: 99%
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“…This paper has sought to understand the performance of a nonlinear input-state estimation methodology proposed in [1] when the nonlinear system contains a hysteretic nonlinearity. A Bouc-Wen system was chosen as a typical example of such a nonlinear dynamic model.…”
Section: Discussionmentioning
confidence: 99%
“…It should be noted at this point, that this formulation gives the state-space form for a single output GP; however, it is trivial to extend this to a number of independent GPs acting on the different degrees of freedom in equation (1).…”
Section: Nonlinear Latent Force Modelsmentioning
confidence: 99%
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“…33 A novel hybrid output-only structural damage identification method is presented without requiring the estimation of the input excitation. 34 Rogers et al 35 proposed a solution for joint input-state estimation for nonlinear systems. A novel framework to accurately estimate nonlinear structural model parameters and unknown external inputs using sparse sensor networks is proposed and numerically validated with a realistic three-dimensional nonlinear steel frame subjected to unknown seismic ground motion.…”
Section: Introductionmentioning
confidence: 99%