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Lihui Xu

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, Lihui / Zhao, Mi / Huang, Jingqi / Li, Huifang / Du, Xiuli / Zhao, Xu / Cao, Shengtao (2024): Analytical solution of seismic response for tunnel covered by an isolation layer under longitudinally propagating shear waves. Dans: Soil Dynamics and Earthquake Engineering, v. 179 (avril 2024).

    https://doi.org/10.1016/j.soildyn.2024.108568

  2. Zhao, Mi / Xu, Lihui / Huang, Jingqi / Du, Xiuli / Li, Huifang (2023): Analytical solutions of the tunnels under the fault creeping by elastic foundation beam model with considering tangential interaction. Dans: Soil Dynamics and Earthquake Engineering, v. 172 (septembre 2023).

    https://doi.org/10.1016/j.soildyn.2023.108047

  3. Xu, Lihui / Ma, Meng (2022): Vibration Characteristic Analysis of Tunnel Structure Buried in Elastic Foundation Based on Dynamic Stiffness Matrix. Dans: International Journal of Structural Stability and Dynamics, v. 22, n. 15 (juillet 2022).

    https://doi.org/10.1142/s0219455422501735

  4. Xu, Lihui / Ma, Meng (2022): Dynamic response of the multilayered half-space medium due to the spatially periodic harmonic moving load. Dans: Soil Dynamics and Earthquake Engineering, v. 157 (juin 2022).

    https://doi.org/10.1016/j.soildyn.2022.107246

  5. Xu, Lihui / Ma, Meng / Cao, Rongning / Tan, Xinyu / Liang, Ruihua (2022): Effect of longitudinally varying characteristics of soil on metro train-induced ground vibrations based on wave propagation analysis. Dans: Soil Dynamics and Earthquake Engineering, v. 152 (janvier 2022).

    https://doi.org/10.1016/j.soildyn.2021.107020

  6. Xu, Lihui / Ma, Meng / Li, Linfeng / Xiong, Yilei / Liu, Weifeng (2021): Continuum-based approach for modelling the flexural behaviour of plain concrete beam under high-cycle fatigue loads. Dans: Engineering Structures, v. 241 (août 2021).

    https://doi.org/10.1016/j.engstruct.2021.112442

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