Multi-dimensional structure damage identification method for convolutional neural network processing of mass vibration transmissibility data

A convolutional neural network and vibration transmissibility technology, applied in the field of structural damage diagnosis, can solve the problems of insensitivity to damage, consumption of large computing resources, and susceptibility to excitation interference, and achieve high-efficiency identification, avoid excitation interference, and high-efficiency processing. Effect

Pending Publication Date: 2020-08-28
HOHAI UNIV
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Problems solved by technology

Conventional damage identification methods based on structural dynamic response signals and intelligent algorithms generally use traditional time-series-based time-domain signals or Fourier transform-based frequency-domain signals as data for damage identification, using traditional machine learning algorithms such as Artificial neural network is used as an intel

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  • Multi-dimensional structure damage identification method for convolutional neural network processing of mass vibration transmissibility data
  • Multi-dimensional structure damage identification method for convolutional neural network processing of mass vibration transmissibility data
  • Multi-dimensional structure damage identification method for convolutional neural network processing of mass vibration transmissibility data

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Embodiment

[0052] In order to verify the effectiveness of a multi-dimensional structural damage identification method processed by convolutional neural network processing of massive vibration transmissibility data of the present invention, a physical model experiment was carried out to extract the acceleration response of the structure for analysis.

[0053] refer to figure 1 , In this embodiment, a four-story steel frame structure is used, which consists of 36 columns, 48 ​​beams and 32 diagonal braces. For ease of description, create figure 1 The coordinate system shown. The load adopts a random excitation with a sampling frequency of 1000HZ, a duration of 10S, and an intensity of 30dBW. The excitation position is shown in the figure f x , f y shown, f x is the excitation in the x direction, f y is the excitation in the y direction; each layer collects two acceleration responses in the x direction and two acceleration responses in the y direction as non-reference responses a x 、a...

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Abstract

The invention discloses a multi-dimensional structure damage identification method for convolutional neural network processing of mass vibration transmissibility data. The method specifically comprises the steps: collecting mass structure acceleration response data through a sensor system; dividing the data into a reference response and a non-reference response, calculating the transmissibility between the reference response and the non-reference response, and forming a mass sample data set based on the vibration transmissibility; establishing a convolutional neural network model, and performing training by using the transmissibility data set; after N times of training, enabling the convolutional neural network to reach convergence, carrying out structural damage identification by using the trained convolutional neural network, and outputting a damage mode of the convolutional neural network. Compared with a traditional method, the built damage identification method integrating the vibration transmissibility and the convolutional neural network can eliminate the excitation interference and the method has the advantages of being high in damage sensitivity, high in damage identification accuracy and high in noise resistance, and can efficiently process massive high-dimensional data.

Description

technical field [0001] The invention relates to a structural damage identification method, in particular to a multi-dimensional structural damage identification method processed by convolutional neural network processing of massive vibration transmissibility data, and belongs to the field of structural damage diagnosis. Background technique [0002] In the long-term service of the structure, due to the degradation of its own materials and the influence of the complex environment, damage will inevitably occur. Structural damage will threaten the safe operation of the structure and even lead to the destruction of the structure. The structural non-destructive testing method based on structural dynamic response signals and artificial intelligence algorithms has developed rapidly in recent years because of its low cost, high efficiency, and the advantages of real-time detection and online monitoring, and is currently being gradually applied to the fields of machinery and civil eng...

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Application Information

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IPC IPC(8): G01M7/02G01M13/00G06N3/04G06N3/08
CPCG01M7/02G01M7/025G01M13/00G06N3/08G06N3/047G06N3/045
Inventor 曹茂森刘桐蔚付荣华
Owner HOHAI UNIV
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