Structural damage detection method based on vibration response autocorrelation function
The invention provides a steel frame structure damage detection method based on a vibration response autocorrelation function, which comprises the following steps: acquiring the response of a structure in an intact state, and eliminating a trend term of the structure response to obtain a response si...
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Main Authors | , , , , |
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Format | Patent |
Language | Chinese English |
Published |
04.04.2023
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Subjects | |
Online Access | Get full text |
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Summary: | The invention provides a steel frame structure damage detection method based on a vibration response autocorrelation function, which comprises the following steps: acquiring the response of a structure in an intact state, and eliminating a trend term of the structure response to obtain a response signal of each measuring point; calculating self-correlation functions of structural responses of all the measuring points; the maximum value, namely the zero value of the self-correlation function, of each measuring point responding to the self-correlation function is taken out; arranging the maximum values of the self-correlation functions of the structural responses of the measuring points from small to large according to the measuring point numbers to form a vector; acquiring the response of the structure in a damage state, calculating a normalized autocorrelation function maximum vector in the damage state, and constructing a damage index by using the obtained autocorrelation function maximum vector; positioning |
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Bibliography: | Application Number: CN202211345735 |