Gaoxin Wang 
- (2024): Real-Time Quantitative Evaluation on the Longitudinal Slip Performance of Spherical Steel Bearings of Long-Span Bridges. In: Advances in Civil Engineering, v. 2024 (Januar 2024).
- (2024): Experimental investigation of behavior of reinforced high-strength concrete walls under standard fire. In: Journal of Building Engineering, v. 87 (Juni 2024).
- (2023): Forward Modeling and Model Test of Ground-Penetrating Radar toward Typical Asphalt Pavement Distresses. In: Advances in Civil Engineering, v. 2023 (Februar 2023).
- (2023): High-Accuracy Measurement of Three-Dimensional Inclinations of Power Transmission Towers Using Reconstruction Model of Stereo Images. In: Advances in Civil Engineering, v. 2023 (Februar 2023).
- (2020): Method of Calculating Life-Cycle Fatigue Damage of Orthotropic Steel Bridge Decks under the Combined Actions of Vehicle Loads and Pavement Temperature. In: Shock and Vibration, v. 2020 (Januar 2020).
- (2018): Safety Evaluation of the Wear Life of High-Speed Railway Bridge Bearings by Monitoring Train-Induced Dynamic Displacements. In: Shock and Vibration, v. 2018 ( 2018).
- (2018): Evaluation of the Wind-Resistant Performance of Long-Span Cable-Stayed Bridge Using the Monitoring Correlation between the Static Cross Wind and Its Displacement Response. In: Shock and Vibration, v. 2018 ( 2018).
- (2022): Real-time quantitative evaluation on the cable damage of cable-stayed bridges using the correlation between girder deflection and temperature. In: Structural Health Monitoring, v. 21, n. 4 (Januar 2022).
- (2021): Long-Term Monitoring of Temperature Differences in a Steel Truss Bridge with Two-Layer Decks Compared with Bridge Codes: Case Study. In: Journal of Bridge Engineering (ASCE), v. 26, n. 3 (März 2021).
- (2020): The Interface Friction in The Friction-Type Bolted Joint of Steel Truss Bridge: Case Study. In: The Baltic Journal of Road and Bridge Engineering, v. 15, n. 1 (März 2020).
- (2019): Reliability Estimation of Horizontal Rotation at Beam End of Long-Span Continuous Truss Bridge Affected by Temperature Gradients. In: Journal of Performance of Constructed Facilities (ASCE), v. 33, n. 6 (Dezember 2019).
- (2019): Localization and quantification of partial cable damage in the long-span cable-stayed bridge using the abnormal variation of temperature-induced girder deflection. In: Structural Control and Health Monitoring, v. 26, n. 1 (Januar 2019).
- (2012): Thermal field characteristic analysis of steel box girder based on long-term measurement data. In: International Journal of Steel Structures, v. 12, n. 2 ( 2012).
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