Xiaoyan Lei
- : A Novel Model for Train-Track-Bridge Dynamic Interaction Considering Non-uniform Structural Parameters and Nonlinear Interlayer Contact. Dans: International Journal of Structural Stability and Dynamics.
- (2024): Study of Ground Vibration Caused by High-Speed Trains Through Bridges Based on Finite Element Model: Test Validation. Dans: KSCE Journal of Civil Engineering, v. 28, n. 9 (23 juillet 2024).
- (2023): Similar Model for Accurate Structural Vibration Analysis of Elevated Track-Box Girder Coupling System. Dans: KSCE Journal of Civil Engineering, v. 27, n. 10 (septembre 2023).
- (2023): Prediction Method of Ground Vibration Caused by High-Speed Railway Based on the Formula from the Federal Transportation Administration. Dans: Journal of Transportation Engineering, Part A: Systems, v. 149, n. 9 (septembre 2023).
- (2023): Dynamic Analysis of the High Speed Train–Track Spatial Nonlinear Coupling System Under Track Irregularity Excitation. Dans: International Journal of Structural Stability and Dynamics, v. 23, n. 14 (mars 2023).
- (2021): Long-term prediction of fatigue crack growth in ballastless track of high-speed railway due to cyclic train load. Dans: Construction and Building Materials, v. 292 (juillet 2021).
- (2011): Analysis of Dynamic Behavior for Slab Track of High-Speed Railway Based on Vehicle and Track Elements. Dans: Journal of Transportation Engineering, v. 137, n. 4 (avril 2011).
- (2021): A Strain Rate-Dependent Damage Evolution Model for Concrete Based on Experimental Results. Dans: Advances in Civil Engineering, v. 2021 (janvier 2021).
- (2020): Vibration Prediction of Box Girder Bridges Used in High-Speed Railways Based on Model Test. Dans: International Journal of Structural Stability and Dynamics, v. 20, n. 5 (mai 2020).
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