The Diagnostic Method of Concrete Dam Monitoring Information Valid Interval

Author:

Qin Dong1,Zheng Xue Qin1,Wang Fa Meng1,Liu He Zhi1

Affiliation:

1. Hohai University

Abstract

On the basis of the analysis of the displacement of concrete dam and its related influential factors, based on the evolvement of nonlinear dynamics of concrete dam, it can effectively identify the mutations position of measured value and the attribute interval of dynamical system applied with the wavelet analysis, dynamic structural mutation theory and other numerical analysis methods. When detecting after separating structural mutation sequence, it can finally get the relative stable displacement time series of dynamical structure, so it can realize the diagnostic separation of the monitoring information effective interval. At the end of the paper, through applying a certain concrete arch dam, it is proved that the proposed method of concrete dam mutations diagnosis of is of great significance for the real-time monitoring of the workability state of a dam.

Publisher

Trans Tech Publications, Ltd.

Reference10 articles.

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2. XU Hongzhong. Nonlinear Analysis Model for Safety Monitoring of Large Dynamic System. Doctoral Dissertation. Nanjing: Hohai University, 2001(In Chinese).

3. Gribkov D, Gribkova V. Learning dynamics from nonstationary time series: Analysis of Electroencephalograms. Phys Rev E, 2000, 61(6): 6538–6545.

4. Fraser A M. Information and entropy in strange attractors[J]. IEEE trans inform theory, 1989, 35(2): 245-262.

5. Wales D J. calculating the rate of information from chaotic time series by forcasting[J]. Nature, 1991, 350(6318): 485-488.

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Bootstrap-typed criterion studies of online diagnostic to cracks abnormality of concrete dam;European Journal of Environmental and Civil Engineering;2015-07-22

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