Structural Nonlinear Damage Identification Method Based on the Kullback–Leibler Distance of Time Domain Model Residuals

Under external load excitation, damage such as breathing cracks and bolt loosening will cause structural time domain acceleration to have nonlinear features. To solve the problem of time domain nonlinear damage identification, a damage identification method based on the Kullback–Leibler (KL) distanc...

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Detalles Bibliográficos

Principais autores:	Heng Zuo, Huiyong Guo
Formato:	Artigo
Idioma:	Inglês
Publicado:	MDPI AG 2023-02-01
Series:	Remote Sensing
Assuntos:	damage identification residuals time series analysis nonlinear damage acceleration response
Acceso en liña:	https://www.mdpi.com/2072-4292/15/4/1135
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