- Effect of Ground Motion Time–Frequency Non-Stationarity on Seismic Response of High-Speed Railway Simply Supported Bridge Based on Wavelet Packet Transform. In: International Journal of Structural Stability and Dynamics, v. 24, n. 22 (January 2024). (2024):
- Sensitivity of seismic vulnerability curves of high-speed railway bridges to the quantity of ground motion inputs. In: Structures, v. 57 (November 2023). (2023):