NExT/ARMA-based structural response analysis method

A technology of structural response and analysis method, which is applied in the testing of machines/structural components, complex mathematical operations, measuring devices, etc., and can solve problems such as deviation, non-satisfaction of zero mean and stationarity

Inactive Publication Date: 2010-05-12
FUZHOU UNIV
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Problems solved by technology

The disadvantage is that for the time series to establish the ARMA model, a random process with a steady state and 0 mean is required
But in fact, many time series do not satisfy the zero mean value and stationarity. Although the zero mean value and nearly stable

Method used

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  • NExT/ARMA-based structural response analysis method
  • NExT/ARMA-based structural response analysis method
  • NExT/ARMA-based structural response analysis method

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Embodiment Construction

[0043] The present invention will be described in detail below with reference to the accompanying drawings.

[0044] The present invention provides a structural response analysis method based on NExT / ARMA, which is characterized in that the response of the structure under environmental excitation is firstly measured; then the response signal is converted into a cross-correlation function that is freely attenuated by using NExT technology; and then its As the input data, the time series method ARMA model is used to identify the modal parameters of the structure; the parameters include frequency, mode shape vector and damping ratio.

[0045] Said utilizing NExT technology to transform the response signal into a cross-correlation function showing free decay changes includes the following steps:

[0046] ① Select a structural response signal under environmental excitation as the reference signal;

[0047] ② Calculate the cross-spectral density function of the reference signal and...

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Abstract

The invention relates to an NExT/ARMA based structural response analysis method and a technology for modal parameter identification through structural vibration response, in particular to the technology for modal parameter identification of the structure by directly utilizing structural response under ambient excitation. The method is characterized by first detecting the structural response under ambient excitation; then utilizing NExT to convert the response signal to the damped free cross correlation function; and subsequently using the cross correlation function as the input data and identifying the modal parameters (frequency, mode vectors and damping ratio) of the structure by applying the ARMA time series model. The method can better handle the non-linear and astable response signals with multiple degrees of freedom under non-free vibration, and modal parameter identification, can be applied to signal processing and modal parameter identification in such fields as civil engineering, aerospace, autocontrol, mechanical engineering, bridge engineering, hydraulic engineering and the like, has the capabilities of improving the signal to noise ratio of the data and resisting interference and has the characteristic of more accurate modal parameter identification.

Description

technical field [0001] The present invention relates to a method for signal analysis and modal parameter identification of structural vibration response, in particular to a structural response analysis based on direct use of environmental excitation (cross-correlation function theory) / autoregressive moving average model (NExT / ARMA) method. Background technique [0002] With the frequent occurrence of natural disasters such as earthquakes and hurricanes and the decline in the performance of buildings (structures), various structural damages are likely to occur. Various engineering accidents such as house collapses, sudden cracks and even breaks in bridges are not uncommon. The economy and people's life and property have caused great losses. Therefore, it is particularly important to detect and diagnose these buildings (structures) in advance; to conduct overall real-time monitoring of large-scale engineering structures, establish a structural health monitoring system, and re...

Claims

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Application Information

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IPC IPC(8): G01M7/02G06F17/15
Inventor 姜绍飞吴兆旗付春杜权
Owner FUZHOU UNIV
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