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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. Tong, Chao / Wu, Jing / Han, Jianping / Zhu, Yunqing (2024): Equal-displacement principle-based direct seismic-design method for single-yielding precast-concrete frame. Dans: Journal of Building Engineering, v. 82 (avril 2024).

    https://doi.org/10.1016/j.jobe.2023.108276

  2. Zhu, Yunqing / Wu, Jing / Zhang, Jinyang / Xie, Luqi / Wei, Yinghao / Tong, Chao (2023): Experimental and theoretical investigations of post-tensioned precast reinforced concrete bridge pier with external replaceable energy dissipaters. Dans: Engineering Structures, v. 294 (novembre 2023).

    https://doi.org/10.1016/j.engstruct.2023.116719

  3. Zhu, Yunqing / Wu, Jing / Xie, Luqi / Tong, Chao (2023): Single-side yielding precast concrete slotted beam-column connection with replaceable energy dissipation bars: Experimental investigation and finite element analysis. Dans: Journal of Building Engineering, v. 65 (avril 2023).

    https://doi.org/10.1016/j.jobe.2022.105668

  4. Tong, Chao / Shao, Yanlin / Bingham, Harry B. / Hanssen, Finn-Christian W. (2022): A generalized weak-scatterer approximation for nonlinear wave–structure interaction in marine hydrodynamics. Dans: Marine Structures, v. 86 (novembre 2022).

    https://doi.org/10.1016/j.marstruc.2022.103292

  5. Tong, Chao / Wu, Jing / Hua, Kun / Tian, Huiwen (2021): Low-cycle fatigue life evaluation of buckling-restrained braces based on cumulative plastic deformation curves. Dans: Advances in Structural Engineering, v. 25, n. 2 (décembre 2021).

    https://doi.org/10.1177/13694332211049991

  6. Tong, Chao / Wu, Jing / Zakari, M. Djibo / Gao, Yuzhe (2022): Hysteretic behavior of a new precast concrete interior beam-to-column joint with a controllable bending moment. Dans: Journal of Building Engineering, v. 45 (janvier 2022).

    https://doi.org/10.1016/j.jobe.2021.103557

  7. Tong, Chao / Wu, Jing / Li, Chunyu / Han, Jianping / Li, Zhiqiang (2021): Experimental investigation of a single-yielding precast concrete beam–column connection with replaceable energy-dissipation connector. Dans: Soil Dynamics and Earthquake Engineering, v. 150 (novembre 2021).

    https://doi.org/10.1016/j.soildyn.2021.106906

  8. Tong, Chao / Wu, Jing / Li, Chunyu (2021): A novel precast concrete beam-to-column connection with replaceable energy-dissipation connector: Experimental investigation and theoretical analysis. Dans: Bulletin of Earthquake Engineering, v. 19, n. 12 (juillet 2021).

    https://doi.org/10.1007/s10518-021-01144-7

  9. Xiao, Jie / Tong, Chao / Yang, He-Ping (2017): Causes of Shallow Landslides of Expansive Soil Slopes. Dans: Journal of Highway and Transportation Research and Development (English Edition), v. 11, n. 1 (mars 2017).

    https://doi.org/10.1061/jhtrcq.0000543

  10. Li, Chunyu / Wu, Jing / Zhang, Jinyang / Tong, Chao (2021): Experimental study on seismic performance of precast concrete frame with replaceable energy-dissipating connectors. Dans: Engineering Structures, v. 231 (mars 2021).

    https://doi.org/10.1016/j.engstruct.2020.111719

  11. Tong, Chao / Wu, Jing / Hua, Kun / Xie, Luqi (2020): Low-Cycle Fatigue Life Estimation Curve for Buckling-Restrained Braces Based on Cumulative Plastic Deformation. Dans: Journal of Earthquake Engineering, v. 26, n. 6 (novembre 2020).

    https://doi.org/10.1080/13632469.2020.1772152

  12. Li, Chunyu / Wu, Jing / Zhang, Jinyang / Tong, Chao (2020): Elastic Displacement Spectrum-Based Design Approach for Precast Concrete Frame with Replaceable Energy-Dissipating Connectors. Dans: Journal of Earthquake Engineering, v. 26, n. 5 (septembre 2020).

    https://doi.org/10.1080/13632469.2020.1762805

  13. Xie, Luqi / Wu, Jing / Huang, Qing / Tong, Chao (2019): Analysis of the Seismic Demand of High-Performance Buckling-Restrained Braces under a Strong Earthquake and Its Aftershocks. Dans: Advances in Civil Engineering, v. 2019 ( 2019).

    https://doi.org/10.1155/2019/1482736

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