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2019
DOI: 10.3390/s19194341
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Structural Damage Identification Based on AR Model with Additive Noises Using an Improved TLS Solution

Abstract: Structural damage is inevitable due to the structural aging and disastrous external excitation. The auto-regressive (AR) based method is one of the most widely used methods for structural damage identification. In this regard, the classical least-squares algorithm is often utilized to solve the AR model. However, this algorithm generally could not take all the observed noises into account. In this study, a partial errors-in-variables (EIV) model is used so that both the current and prior observation errors are… Show more

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Cited by 6 publications
(2 citation statements)
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“…20 The total least squares method is then used to solve the extended order matrix parameters. [21][22][23][24][25] This method takes into account the noise disturbance of the observation vector and data matrix at the same time as it solves the parameters. This reduces the effect of noise on the parameter estimate and makes the enhanced spectrum more accurate.…”
Section: Introductionmentioning
confidence: 99%
“…20 The total least squares method is then used to solve the extended order matrix parameters. [21][22][23][24][25] This method takes into account the noise disturbance of the observation vector and data matrix at the same time as it solves the parameters. This reduces the effect of noise on the parameter estimate and makes the enhanced spectrum more accurate.…”
Section: Introductionmentioning
confidence: 99%
“…The damage levels and distributions of the model building were successfully identified based on the observations in the experiment. In addition, some research investigated effective damage detection methods including vibration-based methods, and they have been successfully applied to detecting and identifying the damages in structures constructed from various types of materials, such as reinforced concrete [16], steel [17], and composites [18]. Morita et al [19] detected and estimated the damage of steel frames through a shaking table test by two identification methods.…”
Section: Introductionmentioning
confidence: 99%