Steel framework structure mutational damage recognition method and system

A technology of structural mutation and identification method, which is applied in the field of civil engineering, can solve the problems of weak anti-interference ability of signal noise, difficulty in identifying damage events, and difficulty in accurate and effective identification of stiffness damage, etc., achieving high application value and strong anti-noise ability Effect

Active Publication Date: 2015-03-25
ZHONGSHAN POWER SUPPLY BUREAU OF GUANGDONG POWER GRID
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Problems solved by technology

[0005] (1) Generally, only a large degree of structural mutation damage (such as more than 10%) can be identified. For very small structural stiffness damage, such as stiffness damage below 5%, it is difficult to accurately and effectively identify
[0006] (2) Only the location and time of mutation damage can be identified, but the degree of mutation damage cannot be determined
Therefore, mutation damage can only be identified qualitatively, but not quantita

Method used

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  • Steel framework structure mutational damage recognition method and system
  • Steel framework structure mutational damage recognition method and system
  • Steel framework structure mutational damage recognition method and system

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Embodiment Construction

[0035] The content of the present invention will be further described below in conjunction with the accompanying drawings.

[0036] Such as figure 1 As shown, other methods for damage to the steel frame structure provided in this embodiment, its specific process is as follows:

[0037] S1 monitors the vibration status of the steel frame structure and obtains the acceleration response signals of each node of the steel frame structure;

[0038] S2 performs discrete wavelet transform on the acceleration response signal and calculates the wavelet coefficient at each moment, and calculates the damage index of each node of the steel frame structure through the change rate of the wavelet coefficient, and the damage index is related to the damage degree of the steel frame structure linear relationship;

[0039] S3 Determine the moment when the damage of the steel frame structure occurs according to the change relationship of the damage index with time, and determine the location of ...

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Abstract

The invention discloses a steel framework structure mutational damage recognition method and system. The method includes the following steps that vibration situations of a steel framework structure are monitored, and an acceleration response signal is obtained; the wavelet coefficient of the acceleration response signal at each moment is calculated, the damage index of each node of the structure is calculated through the change rate of the wavelet coefficients, and the damage indexes and the damage degree of the steel framework structure are in a linear relation; the moment when the steel framework structure is damaged is determined according to changes of the damage indexes along with time, and the position where damage occurs is determined by comparing the damage indexes at different portions of the steel framework structure; the damage degree of the structure is determined according to the damage indexes corresponding to the damage occurrence moment. The method and device are suitable for mutational damage recognition of the steel framework structure at different types of excitation, mutational damage of a small degree can be accurately recognized, high noise reduction capacity is achieved, the problem that a traditional damage recognition method can not be used for recognizing the damage degree of the structure is solved, and high application value is achieved.

Description

【Technical field】 [0001] The invention relates to the field of civil engineering, in particular to a method and system for identifying sudden damage to a steel frame structure. 【Background technique】 [0002] The safety of civil engineering structures is an important issue related to the national economy and people's livelihood. At present, many complex and novel structures such as high-rise buildings, super bridges and ocean platforms have been established one after another. Due to unreasonable design, unqualified construction, harsh service environment and strong load, the civil engineering structure will inevitably produce damage accumulation. If it is not detected and reinforced in time, it may lead to catastrophic accidents and major losses. For example, the Sampoong Department Store in South Korea collapsed in 1995, the Qijiang Hong Bridge in Chongqing collapsed in 1999, the Gaoping Bridge in Taiwan broke in 2000, and the ocean platform in the Gulf of Mexico collapsed...

Claims

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Application Information

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IPC IPC(8): G01M7/02
Inventor 吴毅江陈波王干军谢幸生
Owner ZHONGSHAN POWER SUPPLY BUREAU OF GUANGDONG POWER GRID
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