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Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Zu, Lingzhi / Zhou, Wangbao / Jiang, Lizhong / Yu, Jian / Zuo, Yongjian / Liu, Shaohui / Peng, Donghang (2023): Time-frequency characteristics investigation and numerical reconstruction of seismic-induced track irregularity for high-speed railway bridge. In: Structures, v. 58 (Dezember 2023).

    https://doi.org/10.1016/j.istruc.2023.105359

  2. Zhou, Wangbao / Zu, Lingzhi / Jiang, Lizhong / Yu, Jian / Zuo, Yongjian / Peng, Kang (2023): Influence of damping on seismic-induced track geometric irregularity spectrum in high-speed railway track-bridge system. In: Soil Dynamics and Earthquake Engineering, v. 167 (April 2023).

    https://doi.org/10.1016/j.soildyn.2023.107792

  3. Kang, Xin / Zuo, Yongjian / Zeng, Leqiao / Peng, Linna / Wang, Qiliang / Wang, Xiaoxiang / Deng, Libin / Hu, Jia / Li, Zhuo / Li, Likun (2022): Shaking Table Test Study on the Earthquake Behavior of High-Speed Railway Bridge Pier with Rounded Rectangular Cross Section. In: Advances in Civil Engineering, v. 2022 (Januar 2022).

    https://doi.org/10.1155/2022/7034299

  4. Jiang, Lizhong / Zuo, Yongjian / Zhou, Wangbao / Yu, Jian / Peng, Kang / Zheng, Yali (2022): Seismic-induced Track Spectrum Characteristics of High-speed Railway Bridges. In: International Journal of Structural Stability and Dynamics, v. 23, n. 6 (Oktober 2022).

    https://doi.org/10.1142/s0219455423500633

  5. Zhou, Wangbao / Yu, Jian / Jiang, Lizhong / Lai, Zhipeng / Zuo, Yongjian / Peng, Kang (2021): Component Damage and Failure Sequence of Track-bridge System for High-speed Railway under Seismic Action. In: Journal of Earthquake Engineering, v. 27, n. 3 (Dezember 2021).

    https://doi.org/10.1080/13632469.2022.2030433

  6. Jiang, Lizhong / Peng, Kang / Yu, Jian / Zhou, Wangbao / Zuo, Yongjian (2022): The influence of trains on the seismic response of simply-supported beam bridges with different pier heights expressed through an impact factor. In: Bulletin of Earthquake Engineering, v. 20, n. 5 (Februar 2022).

    https://doi.org/10.1007/s10518-022-01343-w

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