feedforward and feedback vibration control and algorithm design for cable-bridge structure nonlinear systems

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ID: 251412
2014
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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.
Reference Key
liang2014abstractfeedforward Use this key to autocite in the manuscript while using SciMatic Manuscript Manager or Thesis Manager
Authors ;Yan-Jun Liang;Shi-Liang Wu;De-Xin Gao;Xiao-Rong Xue
Journal science and technology of advanced materials
Year 2014
DOI
10.1155/2014/513530
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