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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. Liu, Xiaoxian / Zhang, Xuejian / Guang, Xinchao / Xiang, Nailiang / He, Min: Seismic Performance of a Suspension Bridge Considering Saddle–Cable Slippage. Dans: International Journal of Structural Stability and Dynamics.

    https://doi.org/10.1142/s0219455425501810

  2. Xiang, Nailiang / Huang, Jinhui / Liu, Xiaoxian (2024): Seismic performance upgrade of highway bridges using a novel hybrid placement of bonded and unbonded laminated rubber bearings. Dans: Structures, v. 65 (juillet 2024).

    https://doi.org/10.1016/j.istruc.2024.106805

  3. Zhang, Xuejian / Liu, Xiaoxian / He, Min / Chen, Liang / Zhao, Desheng (2024): Strength optimization of transverse retrofitting device for seismic isolated bridge based on seismic repair cost ratio. Dans: Engineering Structures, v. 317 (octobre 2024).

    https://doi.org/10.1016/j.engstruct.2024.118645

  4. Shi, Longfei / Gao, Kang / Liu, Xiaoxian / Xu, Kewen / Zhong, Jian (2024): Matrix-based predictive model of residual drift and analytical resilience design approach for self-centering columns. Dans: Engineering Structures, v. 305 (avril 2024).

    https://doi.org/10.1016/j.engstruct.2024.117723

  5. Liu, Xiaoxian / Zhang, Xuejian / Wang, Jingfeng / Xiang, Nailiang / He, Min (2023): Seismic Performance of Steel-SMA Reinforced Columns: Numerical Investigation. Dans: International Journal of Structural Stability and Dynamics, v. 24, n. 16 (décembre 2023).

    https://doi.org/10.1142/s0219455424501967

  6. Zhong, Jian / Wei, YuanYuan / Shao, Yahui / Yang, Tao / Liu, Xiaoxian (2023): An Efficient Method for Predicting the Residual Displacement of UBPRC Columns Under Near-Fault Ground Motions. Dans: Journal of Earthquake Engineering, v. 28, n. 5 (juillet 2023).

    https://doi.org/10.1080/13632469.2023.2234500

  7. Zhong, Jian / Shi, Longfei / Yang, Tao / Liu, Xiaoxian / Wang, Yixian (2022): Probabilistic seismic demand model of UBPRC columns conditioned on Pulse-Structure parameters. Dans: Engineering Structures, v. 270 (novembre 2022).

    https://doi.org/10.1016/j.engstruct.2022.114829

  8. Liu, Xiaoxian / Li, Jianzhong / Tsang, H. H. / Wilson, John L. (2018): Evaluating Self-Centering Behavior of Unbonded Prestressed Bridge Columns Using a New Performance Index Based on Quasi-Static Analysis. Dans: Journal of Earthquake and Tsunami, v. 12, n. 1 (mars 2018).

    https://doi.org/10.1142/s179343111850001x

  9. Liu, Xiaoxian / Li, Jianzhong / Tsang, Hing-Ho / Wilson, John (2018): Enhancing seismic performance of unbonded prestressed concrete bridge column using superelastic shape memory alloy. Dans: Journal of Intelligent Material Systems and Structures, v. 29, n. 15 (5 juillet 2018).

    https://doi.org/10.1177/1045389x18783074

  10. Liu, Xiaoxian / Zhong, Jian / Xi, Banglu / Wang, Jingfeng (2021): Seismic Fragility Analysis of Unbonded Prestressed Reinforced Concrete Bridge Column considering Residual Displacement. Dans: Journal of Earthquake Engineering, v. 27, n. 3 (décembre 2021).

    https://doi.org/10.1080/13632469.2022.2033357

  11. Liu, Xiaoxian / Li, Jianzhong / Tsang, Hing-Ho / Wang, Jingfeng / Zhong, Jian (2020): Experimental evaluation of seismic performance of unbonded prestressed reinforced concrete column. Dans: Engineering Structures, v. 208 (avril 2020).

    https://doi.org/10.1016/j.engstruct.2019.109913

  12. Wang, Wanqian / Wang, Jingfeng / Guo, Lei / Guo, Xiang / Liu, Xiaoxian (2020): Behavior and analytical investigation of assembled connection between steel beam and concrete encased CFST column. Dans: Structures, v. 24 (avril 2020).

    https://doi.org/10.1016/j.istruc.2020.01.037

  13. Liu, Xiaoxian / Li, Jianzhong (2015): Improvements in the performance index of self-centering capability of column. Présenté pendant: IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015.

    https://doi.org/10.2749/222137815818359140

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