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Enhanced identification of bridge modal parameters using contact residuals from three-connected vehicles: Theoretical study
Yi He,
Judy P. Yang
*
, Zhitao Yan
*
此作品的通信作者
土木工程學系
研究成果
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15
引文 斯高帕斯(Scopus)
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Keyphrases
Residual Contact
100%
Modal Parameters
100%
Connected Vehicles
100%
Contact Response
75%
Mode Shape
50%
Contact Point
50%
Residual Response
50%
Bridge Mode Shape
50%
Numerical Examples
25%
Singular Value Decomposition
25%
Curve Fitting
25%
Invalid
25%
Moving Vehicle
25%
Threshold Algorithm
25%
Analytical Formulation
25%
Response Matrix
25%
Damping Ratio
25%
Bridge Frequency
25%
Random Decrement Technique
25%
Free Decay
25%
Vertical Acceleration
25%
Pavement Irregularity
25%
Variational Mode Decomposition
25%
Singular Value Thresholding
25%
FFT Spectrum Analysis
25%
Engineering
Theoretical Study
100%
Modal Parameter
100%
Mode Shape
100%
Contact Point
50%
Numerical Example
25%
Singular Value Decomposition
25%
Fitting Curve
25%
Measured Data
25%
Singular Value
25%
Damping Ratio ζ
25%
Variational Mode Decomposition
25%
Boundary Condition
25%
Pavement
25%