Abstract
Technique of feedforward and feedback optimal vibration control and simulation for long-span cable-bridge coupled systems is developed. Buffeting loading systems of long-span cable-bridge structure are constructed by weighted amplitude wave superposition method. Nonlinear model of cable-bridge coupled vibration control system is established and the corresponding system of state space form is described. In order to reduce buffeting loading influence of the wind-induced vibration for the structure and improve the robust performance of the vibration control, based on semiactive vibration control devices and optimal control approach, a feedforward and feedback optimal vibration controller is designed, and an algorithm is presented for the vibration controller. Numerical simulation results are presented to illustrate the effectiveness of the proposed technique. © 2014 Yan-Jun Liang et al.
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CITATION STYLE
Liang, Y. J., Wu, S. L., Gao, D. X., & Xue, X. R. (2014). Feedforward and feedback vibration control and algorithm design for cable-bridge structure nonlinear systems. Abstract and Applied Analysis, 2014. https://doi.org/10.1155/2014/513530
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