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- W2905609758 abstract "This paper introduces two new methods-William B.B. perturbation method and Rayleigh quotient method-into damage identification of local unit of bridges. Taking the structure of a truss bridge as the practical example, the author made detailed analysis of these two methods' function in damage identification by programming the corresponding calculation process and adding vibration noise to the identification process. The results showed that William B.B. method could more easily generate the perturbation accuracy values and that Rayleigh quotient method had the advantage of higher identification accuracy, simpler calculation and better resistance to noise." @default.
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- W2905609758 date "2018-12-19" @default.
- W2905609758 modified "2023-09-26" @default.
- W2905609758 title "Application of Improved Perturbation Theory to Bridge Damage Identification" @default.
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