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La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Xu, Shiyang / Zhou, Xin / Wang, Gaoxin / Ding, Youliang (2024): Real-Time Quantitative Evaluation on the Longitudinal Slip Performance of Spherical Steel Bearings of Long-Span Bridges. Dans: Advances in Civil Engineering, v. 2024 (janvier 2024).

    https://doi.org/10.1155/2024/6461381

  2. Chen, Jun / Ji, Yukun / Xu, Yunhu / Wang, Gaoxin / Hu, Kunzhen (2024): Experimental investigation of behavior of reinforced high-strength concrete walls under standard fire. Dans: Journal of Building Engineering, v. 87 (juin 2024).

    https://doi.org/10.1016/j.jobe.2024.109052

  3. Liu, Zhijun / Sun, Tao / Huang, Tao / Liu, Guoqiang / Tao, Yunhan / Wang, Gaoxin / Wang, Liangliang (2023): Forward Modeling and Model Test of Ground-Penetrating Radar toward Typical Asphalt Pavement Distresses. Dans: Advances in Civil Engineering, v. 2023 (février 2023).

    https://doi.org/10.1155/2023/2227326

  4. Hu, Yashan / Xu, Weizhou / An, Zengjun / Wang, Gaoxin (2023): High-Accuracy Measurement of Three-Dimensional Inclinations of Power Transmission Towers Using Reconstruction Model of Stereo Images. Dans: Advances in Civil Engineering, v. 2023 (février 2023).

    https://doi.org/10.1155/2023/8830583

  5. Wang, Gaoxin / Ding, Youliang / Liu, Zhijun / Shao, Jingshu (2020): Method of Calculating Life-Cycle Fatigue Damage of Orthotropic Steel Bridge Decks under the Combined Actions of Vehicle Loads and Pavement Temperature. Dans: Shock and Vibration, v. 2020 (janvier 2020).

    https://doi.org/10.1155/2020/6429034

  6. Wang, Gaoxin / Ding, Youliang / Guo, Hui / Zhao, Xinxin (2018): Safety Evaluation of the Wear Life of High-Speed Railway Bridge Bearings by Monitoring Train-Induced Dynamic Displacements. Dans: Shock and Vibration, v. 2018 ( 2018).

    https://doi.org/10.1155/2018/6479480

  7. Wang, Gaoxin / Ding, Youliang / Feng, Dongming / Ye, Jihong (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. Dans: Shock and Vibration, v. 2018 ( 2018).

    https://doi.org/10.1155/2018/5369281

  8. Wang, Gaoxin / Shao, Jingshu / Xu, Weizhou / Dong, Zhaoxing / Chen, Bin / Dai, Xinjun (2022): Real-time quantitative evaluation on the cable damage of cable-stayed bridges using the correlation between girder deflection and temperature. Dans: Structural Health Monitoring, v. 21, n. 4 (janvier 2022).

    https://doi.org/10.1177/14759217211035048

  9. Wang, Gaoxin / Zhou, Xin / Ding, Youliang / Liu, Xingwang (2021): Long-Term Monitoring of Temperature Differences in a Steel Truss Bridge with Two-Layer Decks Compared with Bridge Codes: Case Study. Dans: Journal of Bridge Engineering (ASCE), v. 26, n. 3 (mars 2021).

    https://doi.org/10.1061/(asce)be.1943-5592.0001681

  10. Wang, Gaoxin / Ding, Youliang (2020): The Interface Friction in The Friction-Type Bolted Joint of Steel Truss Bridge: Case Study. Dans: The Baltic Journal of Road and Bridge Engineering, v. 15, n. 1 (mars 2020).

    https://doi.org/10.7250/bjrbe.2020-15.467

  11. Wang, Gaoxin / Ding, Youliang (2019): Reliability Estimation of Horizontal Rotation at Beam End of Long-Span Continuous Truss Bridge Affected by Temperature Gradients. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 33, n. 6 (décembre 2019).

    https://doi.org/10.1061/(asce)cf.1943-5509.0001336

  12. Wang, Gaoxin / Ye, Jihong (2019): Localization and quantification of partial cable damage in the long-span cable-stayed bridge using the abnormal variation of temperature-induced girder deflection. Dans: Structural Control and Health Monitoring, v. 26, n. 1 (janvier 2019).

    https://doi.org/10.1002/stc.2281

  13. Ding, Youliang / Zhou, Guangdong / Li, Aiqun / Wang, Gaoxin (2012): Thermal field characteristic analysis of steel box girder based on long-term measurement data. Dans: International Journal of Steel Structures, v. 12, n. 2 ( 2012).

    https://doi.org/10.1007/s13296-012-2006-x

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