Damage Identification of Ancient Timber Structure Based on Autocorrelation Function

A damage location method for the autocorrelation peak value change rate based on the vibration response of a random vibration structure is established. To calculate the autocorrelation function of the vibration response of each measurement point, we transformed the maximum values into an autocorrela...

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Bibliographic Details
Main Authors: Yanfang Hou, Weibing Hu, Xin Wang, Tingting Hou, Congli Sun
Format: Article
Language:English
Published: Wiley 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/6683666
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