Biao Wei 
- : An improved model for the nonlinear simulation of the high‐speed vehicle‐track‐bridge coupling system under seismic shaking. In: Earthquake Engineering and Structural Dynamics.
- : Influence of the Boundary Conditions of Simply Supported Beam Bridge with Different Spans on the Seismic Design of Continuous Beam Bridge System. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering.
- : Decoupled Calculation and Case Study Analysis of Friction Pendulum Bearing Considering the Jumping-Off Effect. In: International Journal of Structural Stability and Dynamics.
- (2024): Energy response analysis and seismic isolation strategy optimization of high-speed railway bridge-track system under earthquake action. In: Soil Dynamics and Earthquake Engineering, v. 186 (November 2024).
- (2024): The impact of dissipative algorithms on assessment of high-speed train running safety on railway bridges. In: Engineering Structures, v. 314 (September 2024).
- : 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.
- (2023): Assessment of train running safety on railway bridges based on velocity-related indices under random near-fault ground motions. In: Structures, v. 57 (November 2023).
- (2023): Influence of collision between Friction Pendulum System and shear key on displacement response. In: Engineering Structures, v. 296 (December 2023).
- (2023): Damage control analysis of components in high-speed railway bridge-track system based on combined seismic isolation design under earthquake. In: Structures, v. 54 (August 2023).
- (2022): Effects of Ground Motion Duration on Seismic Damage of Bridge Isolation Bearings Based on Friction SDOF System. In: International Journal of Structural Stability and Dynamics, v. 23, n. 7 (November 2022).
- (2022): Experimental seismic behaviors of different connections to CFST end-columns in shear walls. In: Journal of Constructional Steel Research, v. 196 (September 2022).
- (2021): Effects of horizontal ground motion incident angle on the seismic risk assessment of a high-speed railway continuous bridge. In: Archives of Civil and Mechanical Engineering, v. 21, n. 1 (19 January 2021).
- (2022): Effect of simulation accuracy of shear keys shear state on seismic response of friction pendulum bearing. In: Structures, v. 39 (May 2022).
- (2022): Effects of Spatial Variation of Ground Motion (SVGM) on Seismic Vulnerability of Ultra-high Tower and Multi-tower Cable-stayed Bridges. In: Journal of Earthquake Engineering, v. 26, n. 16 (January 2022).
- (2022): Assessment of optimal ground motion intensity measure for high-speed railway girder bridge (HRGB) based on spectral acceleration. In: Engineering Structures, v. 252 (February 2022).
- (2021): Influence of site conditions on structural vulnerability of a super high three-tower cable-stayed bridge. In: Structures, v. 34 (December 2021).
- (2021): Experimental and numerical studies on the fire-resistance behaviors of critical walls and columns in modular steel buildings. In: Journal of Building Engineering, v. 44 (December 2021).
- (2021): Errors of structural seismic responses caused by frequency filtering based on seismic wave synthesis. In: Soil Dynamics and Earthquake Engineering, v. 149 (October 2021).
- (2021): Influence on the seismic isolation performance of friction pendulum system when XY shear keys are sheared asynchronously. In: Structures, v. 33 (October 2021).
- (2021): Interface friction effects on scaling a vertical spring-viscous damper isolation system in a shaking table test. In: Structures, v. 33 (October 2021).
- (2020): The influence of pier height on the seismic isolation effectiveness of friction pendulum bearing for Double-Track railway bridges. In: Structures, v. 28 (December 2020).
- (2020): Evaluation of optimal ground motion intensity measures and seismic fragility analysis of a multi-pylon cable-stayed bridge with super-high piers in Mountainous Areas. In: Soil Dynamics and Earthquake Engineering, v. 129 (February 2020).
- (2013): High-Speed Rail and Urban Transformation in China:The Case of Hangzhou East Rail Station. In: Built Environment, v. 39, n. 3 (November 2013).
- (2019): The Applicability of Different Earthquake Intensity Measures to the Seismic Vulnerability of a High-Speed Railway Continuous Bridge. In: International Journal of Civil Engineering, v. 17, n. 7 (July 2019).
- (2018): Effects of vertical ground motions on seismic vulnerabilities of a continuous track-bridge system of high-speed railway. In: Soil Dynamics and Earthquake Engineering, v. 115 (December 2018).
- (2017): The Impact of the Convex Friction Distribution on the Seismic Response of a Spring-friction Isolation System. In: KSCE Journal of Civil Engineering, v. 22, n. 4 (June 2017).
- (2017): Effects of friction-based fixed bearings on the seismic vulnerability of a high-speed railway continuous bridge. In: Advances in Structural Engineering, v. 21, n. 5 (October 2017).
- (2018): Effects of uncertain characteristic periods of ground motions on seismic vulnerabilities of a continuous track–bridge system of high-speed railway. In: Bulletin of Earthquake Engineering, v. 16, n. 9 (February 2018).
- (2015): The combined control strategy for vibration mitigations of a suspension bridge induced by vehicle braking force. In: The Baltic Journal of Road and Bridge Engineering, v. 10, n. 2 (June 2015).
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