Hybrid output-only structural system identification using random decrement and Kalman filter
Name
Manuscript_Ghorbani.pdf
Description
Accepted version
Size
2.65 MB
Format
Adobe PDF
Checksum (MD5)
b664d1c81eab735391e14ea92582a857
Author(s)
Ghorbani, Esmaeil
Buyukozturk, Oral
Cha, Young-Jin
Date Issued
May 2020
Journal
Mechanical Systems and Signal Processing
Publisher
Elsevier BV
Citation
Esmaeil Ghorbani, Oral Buyukozturk, Young-Jin Cha, Hybrid output-only structural system identification using random decrement and Kalman filter, Mechanical Systems and Signal Processing, Volume 144, 2020
Version
Author's final manuscript
Abstract
A novel hybrid output-only structural identification and damage identification method is proposed. The method is developed by integration of Kalman filtering, as a model-based technique, and random decrement, as a data-driven technique. The random decrement method extracts free vibration from the measured responses of structural system under various types of loadings. The extracted free vibration is inputted to the Kalman filtering system to estimate the status of the structural system. In contrast to the traditional output-only techniques using Kalman filter, it is not required to estimate the input excitation in the damage detection process. The Kalman filter uses only the free vibration responses extracted from the random decrement. This also leads to downsizing the size of unknown state vector, which consequently decreases computational cost significantly. Since it is not required to use any parameter related to excitations in the mathematical model, the uncertainty of the physical model decreases. The proposed approach is numerically verified in three-degrees of freedom and ten-degrees of freedom systems under three different loading conditions. It is shown that the approach is robust to provide accurate estimation of states under physical changes due to structural damage assuming the input data is unknown. As another verification, the stiffness and damping matrices of a seven-story building on a shake table are estimated to show the capability of the method for damage identification of real structures. These numerical and experimental case studies demonstrate that the proposed technique is capable of detecting, localizing, and quantifying the extent of damage in a structure under a combination of any kinds of loadings.
MIT Department
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
Terms of Use
Creative Commons Attribution-NonCommercial-NoDerivs License
Persistent DSpace Link
DOI of Published Version
10.1016/J.YMSSP.2020.106977
