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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Nie, Leixin / Jiang, Lizhong / Zhou, Wangbao / Wu, Xia / Dong, Jun / Yu, Jian (2023): Evaluation of rocking seismic isolation performance of railway tall piers with different energy dissipation devices. In: Structures, v. 56 (October 2023).

    https://doi.org/10.1016/j.istruc.2023.104923

  2. Nie, Leixin / Jiang, Lizhong / Zhou, Wangbao / Wu, Xia / Lai, Zhipeng / Feng, Yulin (2023): Seismic performance of railway rocking hollow tall piers under near-fault ground motions. In: Soil Dynamics and Earthquake Engineering, v. 166 (March 2023).

    https://doi.org/10.1016/j.soildyn.2023.107774

  3. Lai, Zhipeng / Kang, Xin / Jiang, Lizhong / Zhou, Wangbao / Feng, Yulin / Zhang, Yuntai / Yu, Jian / Nie, Leixin (2020): Earthquake Influence on the Rail Irregularity on High-Speed Railway Bridge. In: Shock and Vibration, v. 2020 (January 2020).

    https://doi.org/10.1155/2020/4315304

  4. Yu, Jian / Jiang, Lizhong / Zhou, Wangbao / Liu, Xiang / Nie, Leixin / Zhang, Yuntai / Feng, Yulin / Cao, Shanshan (2021): Running test on high-speed railway track-simply supported girder bridge systems under seismic action. In: Bulletin of Earthquake Engineering, v. 19, n. 9 (May 2021).

    https://doi.org/10.1007/s10518-021-01125-w

  5. Zhou, Wangbao / Nie, Leixin / Jiang, Lizhong / Feng, Yulin / Tan, Zhihua / Chai, Xilin (2020): Mapping relation between pier settlement and rail deformation of unit slab track system. In: Structures, v. 27 (October 2020).

    https://doi.org/10.1016/j.istruc.2020.07.023

  6. Feng, Yulin / Jiang, Lizhong / Zhou, Wangbao / Han, Jianping / Zhang, Yuntai / Nie, Leixin / Tan, Zhihua / Liu, Xiang (2020): Experimental investigation on shear steel bars in CRTS II slab ballastless track under low-cyclic reciprocating load. In: Construction and Building Materials, v. 255 (September 2020).

    https://doi.org/10.1016/j.conbuildmat.2020.119425

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