EMD decomposition and AR model residual error based structural damage early-warning method
A technology of structural damage and AR model, which is applied in the fields of instrumentation, calculation, electrical and digital data processing, etc. It can solve problems such as unreliable results, and achieve the effect of wide application range, strong operability, and high computational efficiency.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2016-06-01
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Abstract
Description
technical field
[0001] The invention relates to the field of structural damage identification, in particular to a civil engineering structure damage early warning method based on vibration response signal processing technology. Background technique
[0002] Modern civil engineering structures continue to show the trend of large-scale, complex and diversified. Due to the impact of environmental erosion, material aging and load effects, civil engineering structures will be damaged to varying degrees during the service period. If the damage is not detected and dealt with in time, once the damage of some key components of the structure accumulates to a certain would expand rapidly, compromising the security of the entire structure, with catastrophic consequences. Therefore, it is necessary to conduct structural damage identification and health monitoring research.
[0003] In recent years, the vibration-based structural damage identification method has developed rapidly. Since...
Examples
Embodiment Construction
[0026] The specific embodiments of the present invention will be further described below in conjunction with the accompanying drawings.
[0027] figure 1 It is a flowchart of a structural damage early warning method based on EMD decomposition and AR model residual provided by an embodiment of the present invention. The structural damage early warning method includes the following steps:
[0028] Step 1: Obtain acceleration response signals x(t) and x'(t) of the same node before and after structural damage.
[0029] Step 2: Use EMD to decompose the obtained acceleration response signal x(t) before structural damage, and obtain the decomposition formula of x(t):
[0030] x ( t ) = Σ i = 1 n c i + r n - - - ...