Nonlinear vibration signal tracking of large offshore bridge stayed cable based on particle filter

• Autorzy: Ye Q. , Feng Z. , Yuan D.
• Języki publikacji: EN

Abstrakty

EN

The stayed cables are key stress components of large offshore bridge. The fault detection of stayed cable is very important for safe of large offshore bridge. A particle filter model and algorithm of nonlinear vibration signal are used in this paper. Firstly, the particle filter model of stayed cable of large offshore bridge is created. Nonlinear dynamic model of the stayed-cable and beam coupling system is dispersed in temporal dimension by using the finite difference method. The discrete nonlinear vibration equations of any cable element are worked out. Secondly, a state equation of particle filter is fitted by least square algorithm from the discrete nonlinear vibration equations. So the particle filter algorithm can use the accurate state equations. Finally, the particle filter algorithm is used to filter the vibration signal of bridge stayed cable. According to the particle filter, the de-noised vibration signal can be tracked and be predicted for a short time accurately. Many experiments are done at some actual bridges. The simulation experiments and the actual experiments on the bridge stayed cables are all indicating that the particle filter algorithm in this paper has good performance and works stably.

Słowa kluczowe

EN

nonlinear vibration of stayed cables; large offshore bridge; particle filter; signal tracking

• Wydawca: Gdańsk University of Technology, Faculty of Ocean Engineering & Ship Technology
• Czasopismo: Polish Maritime Research
• Rocznik: 2015
• Tom: nr 4
• Strony: 70--75
• Opis fizyczny: Bibliogr. 12 poz., rys.

Twórcy

autor

Ye Q.

• Box 54, Ningbo University 315211 Zhejiang, China, tel.: [phone]

autor

Feng Z.

• Box 54, Ningbo University 315211 Zhejiang, China, tel.: [phone]

autor

Yuan D.

• Box 54, Ningbo University 315211 Zhejiang, China, tel.: [phone]

Bibliografia

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