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Identification of Closely Spaced Modes of a Long-Span Suspension Bridge Based on Bayesian Inference.

Authors :
Mao, Jianxiao
Su, Xun
Wang, Hao
Yan, Huan
Zong, Hai
Source :
International Journal of Structural Stability & Dynamics; Dec2023, Vol. 23 Issue 20, p1-18, 18p
Publication Year :
2023

Abstract

Closely spaced modes commonly observed in long-span suspension bridges can greatly increase the difficulty of identifying and tracking modal parameters. Most existing studies generally focus on identifying the closely spaced modes and quantifying the uncertainties based on numerical and experimental models. Further research focusing on full-scale long-span bridges is still required. A case study on identifying the closely spaced modes of the Qixiashan Yangtze River Bridge, a long-span suspension bridge with a main span of 1 418 m, is conducted in this paper. The effectiveness of the generalized fast Bayesian fast Fourier transform (GFBFFT) method is verified by both the simulated and monitoring data. The results show that a larger coefficient of variation (COV) and higher uncertainty is typically contained in the closely spaced modes than the separated modes. Compared with the FDD and SSI methods, the GFBFFT method guarantees higher identification accuracy of modal parameters and can serve as a reliable tool to identify the closely spaced modes. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
02194554
Volume :
23
Issue :
20
Database :
Complementary Index
Journal :
International Journal of Structural Stability & Dynamics
Publication Type :
Academic Journal
Accession number :
174915023
Full Text :
https://doi.org/10.1142/S0219455423501948