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A Method of Structural Damage Identification Based on Ridge Estimation and l-curve Method

A technology of structural damage and recognition methods, which is applied in computing, instruments, electrical digital data processing, etc., and can solve problems such as difficult truncation errors, poor recognition accuracy, and difficult-to-handle pathological damage

Inactive Publication Date: 2017-01-25
CHONGQING UNIV
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Problems solved by technology

[0004] 1) It is difficult to solve the ill-conditioned damage problem by directly inverting the strain energy sensitivity damage equation;
[0005] 2) When the simple truncated singular value decomposition algorithm is used to deal with the problem of strain energy sensitivity damage equation, it is difficult to determine the appropriate truncation error, which easily leads to the problem of poor recognition accuracy

Method used

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  • A Method of Structural Damage Identification Based on Ridge Estimation and l-curve Method
  • A Method of Structural Damage Identification Based on Ridge Estimation and l-curve Method
  • A Method of Structural Damage Identification Based on Ridge Estimation and l-curve Method

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Embodiment Construction

[0057] The purpose of the present invention is to propose a new method for solving the strain energy sensitivity damage equation, and provide an improved strategy to improve the accuracy of damage identification. This method can not only deal with the ill-conditioned problem of the damage equation, but also improve the accuracy of damage identification through the correction strategy for the deviation of the estimated value. Because the Ridge Estimation (RE) method can better deal with ill-conditioned problems, and the L-curve method can better deal with the selection of optimization parameters, so the present invention uses the combination of Ridge Estimation and L-curve method to solve the ill-conditioned problem of the damage equation and The selection of optimization parameters. For specific implementation ideas, please refer to figure 1 ,From figure 1It can be seen that this method mainly uses the modal strain energy sensitivity damage equation and the ridge estimation ...

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Abstract

The invention discloses a structural damage identification method based on ridge estimation and an L curve method. The structural damage identification method comprises the steps of firstly, building a structural damage equation based on sensitivity of modal strain energy according to the sensitivity of the structural modal strain energy, then determining a basic estimation criterion of the ridge estimation according to the principle of Tikhonov regularization, then utilizing the L curve method for determining the optimal ridge parameter of the ridge estimation, working out the basic solution of the structural damage equation on the basis of the optimal ridge parameter, and finally correcting the result, so that the damage coefficient of a damage unit is obtained, and the structural damage is identified. According to the structural damage identification method based on the ridge estimation and the L curve method, by the adoption of the ridge estimation, the influence of an ill-conditioned problem on damage identification can be greatly reduced, the quasi-optimal ridge parameter is determined by the adoption of the L curve method, meanwhile, a correcting strategy for the ridge estimation is provided, and therefore the better damage estimation value is obtained.

Description

technical field [0001] The invention relates to structural damage identification, in particular to a structural damage identification method based on ridge estimation and L-curve method, which belongs to the structural damage detection technology. Background technique [0002] After the engineering structure is put into use, due to the effect of the environment, various damages often occur. Severe damage to the structure will cause the collapse or failure of the building, resulting in huge economic losses and personnel safety. Therefore, the identification of structural damage has always been a research hotspot in the world. It is more effective to use the change of dynamic characteristics before and after the damage to establish the corresponding damage equation, so as to solve the damage coefficient. According to the damage coefficient, the damage degree of the structure can be judged. However, in engineering practice, the test data will inevitably be disturbed by measur...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F19/00
Inventor 郭惠勇
Owner CHONGQING UNIV
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